HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2
'i• '
F. 8CI5 Home : Log In User Registratlon Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
BuSPneS �t') /�Product Approval
Professi nal _ USER:Public User
Regulation _
1 Produc"onrov;?Ma,- >Prxuct or appl—,u ion Search>Ac-,iicanon List>Application Detail Pr"'
R '
FL FL6417 R4
Application Type Revision WAY n v°� 2011
Code Version 2014 Pl
Application Status•- Approved PEWFd1i'I7jKi,-
5t. Lucie County, FL
Comments
Archived
Product Manufacturer Transparent Protection Systems,Inc.
Address/Phone/Email 633 Dunksferry Road
Be4salem,PA 19020
(215)638-0800 .Ext 203
Craig.hampton@polymerindustries.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative
Address/Phone/Email
Quality Assurance.Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Frank L. Bennardo,P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Jorge A. Pomerantz,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL6417 R4 COA lndeo..df
Referenced Standard and Year(of Standard) Standard Year
ASTM D635 1998
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2002
ASTM E1996 2005
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL6417 R4 Eouiv Eouiv.odf
Sections from the Code
http://www.floridabuilding:org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Waj j2... 11/23/2015
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 07/02/2015
Date Validated07/02/2015
Date Pending FBC Approval 07/09/2015
Date Approved 08/18/2015
Summary of Products
FL# 'Model,Number or Nam® I Description
6417.1 ClearGuard Non-HVHZ Panels ClearGuard Polycarbonate Storm Panels(Non-HVHZ Product)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL6417 R4 II Dwg.odf
Approved for use outside HVHZ:Yes Verifled By: Frank L.Bennardo,P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure[N/A Evaluation Reports
Other:See engineering drawings for design limitations FL6417 R4 AE Eval.odf
(allowable spans,mounting conditions,anchor options,etc.) Created by Independent Third Party: Yes
Contact Us::1940 North Monroe Street.Tallahassee FJ_32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If.,you have any questions,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an.email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
sc.uritta;:zutzr�
http://wt vw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQW-tDgs7kTESWajj2... 11/23/2015
IIIIIIIIIIIIHI NK 6549 NARDO�,P.E,
�Ip1 POLYCARBONATE STORM PANELS (Non-HVHZ)
��17
E 9 �'' a.
GENERAL NOTES' = No.465 9
f-2.50"-t 0.100" t-2.50"-t 0.100" I 2.50"--} IMPACT PROTECTIVE SYSTEM IN ACCO DANCE WITH THETHIS SYSTEM HAS BEEN TESTED AND EVALUATED IR 1:E1MU O Z
TMP 3/8" TN THE FLORIDA BUILDING CODE AND THE 2012 INTERNATION Q•. �' �'
1.00" �' c ` 1.00°
IN o \: 3�8�MIN BUILDING/RESIDENTIAL CODE PER ASTM STANDARDS E330,
PANELS ARE APPROVED FOR USE IN FLORIDA OUTSIDE THE I,1O, I 1I ^I HURRICANE ZONE,OR THROUGHOUT OTHER AREAS GOVERNED BY NAL w Iii"U
�1' Y � IBC/IRC. Nllllllllll I�W Z °'..'li 4
2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE Z :�
�12"(MIN)TO 13°(MAX)PANEL COVERAGE---� ��-,�<1/2"MAX COVERAGE- DESIGN OF THIS PRODUCT. rt1�1• a QU 11
15 3/16"MAX TOTAL PANEL WIDTH 3/4"MAX TOTAL WIDTH MOUNT WITH 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE 0;14 W Z
MOUNT WITH FASTENERS 0o BASIS INWITH IACCORDANCE WITH THE GOVS SYSTEM SHALL BE IERNING NED BY OCODERSIOTE-SPECIFICN A �IFlC z 1,k' N Q W
FULL PANEL PROFILE FASTENERS HALF PANEL PROFILE OR STUDS v PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 WW :I 3 Em
1 OR STUDS AT 2 AT 6-1/2 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN �y
a 3°=1'-0" (SEE GEN NOTE 7) 13"O.C.MAX 3°=V-0" (SEE GEN NOTE 7) O.C.MAX OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY M d 3 Y
VALUES LISTED HEREIN FOR ANYASSEMBLY AS SHOWN. 0 w P=
2.000" 4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
STUD AND/OR LEG DIRECTION PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. "q
MAY BE REVERSED 5) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
3.375" INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM
0.313° 0.563" 0.500° 0.375" 0.300"� 0.665° 0.125" •+
0.313" 0-285° THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED
0.688" 0.275" ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN
CONJUNCTION WITH THIS DOCUMENT.
0.090° E^ 6) THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND u�
' o TYP 0.650" 0.32 CLOSURE SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND �+
b o 0.125" ti ri ry ti SHALL BE VERIFIED BY OTHERS.
TYTM 1- 0 02.00TY
0"P 0.09P5" ANGLE 7) CLEAR POLYCARBONATE STORM PANELS(FULL,HALF,&DOUBLE-WIDE) 0O
2.000"� -jl__ I I 6"=1'-0° MAY VARY IN"COVERAGE"WIDTH UP TO THE RESPECTIVE MAXIMA SHOWN
J, T HEREIN,PROVIDED THAT THE PANEL PROFILE HEIGHT BE MAINTAINED. D
L BUILDOUT PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS AT MAXIMUM gg 5 a
REVERSE 'F' TRACK 'F' TRACK SPACING SHOWN FOR EACH PROFILE. C .Bg
1 1 5 6 8) ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY 1 °C
g STUD ANGLE F AN G LE 6"=1'-0" 6"=1'-0" TRANSPARENT PROTECTION SYSTEMS,Inc. E G gz w
3 L} u0i. 0.096" 9) THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR POLYCARBONATE �° v a O
V-0" •,
2.250---1PANELS ONLY. ALL POLYCARBONATE PANELS SHALL BE EXTRUDED WITH E
g THICKNESS t=0.100"(*0.010")AND SHALL BE MANUFACTURED FROM 100%
0.875"
00.35° 0.099" SYNTHETIC THERMOPLASTIC POLYMER RESIN(UV STABILIZED). TYPICAL o g 1 0
SYNTHETIC THERMOPLASTIC POLYMER TENSILE STRENGTH Fy=8.908 KSI, 2 0 w
'r 0.099" FLEXURAL STRENGTH Fby=12.90 KSI,&FLEXURAL MODULUS IS 328.7 KSI: a 0
10) ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,U.N.O. a'
' WIDTH UNLIMITED �^.1 0 2.000° ti 11) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM.OF ONE
5 TOP MOUNT MOUNTING o :`+ LABEL PER PANEL CONTAINING THE FOLLOWING: N
a
SECTIONS 0MIN 0.067" TRANSPARENT PROTECTION SYSTEMS,INC.
---(CONN AS REQ'D) MIN q
BENSALEM,PENNSYLVANIA w
_ _ _ _ --- --- -- ------ 00.60• 0.067' ASTM E330,E1886&E1996 v
0.375" PRODUCT APPROVAL NUMBER
KEYHOLE WASHERED 12) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM
SPANS AND ENCE
WASHER (1 W I N G N UT y 'H' HEADER CONSTRUCTION TESTING CORPORATION(CTC OESPONDING LOADS SHOWN EF MIAMI,FL)TEST REPORTS
8 9 1 804-009-FE-ASTM&804-009-LE-ASTM,AS WELL AS HURRICANE TEST LAB
6"=1'-0" 6"=1'-0" 6"=1'-0" (HTL OF RIVIERA BEACH,FL)TEST REPORTS 80239-0107-05,80239-1013-07, qq
WIDTH UNLIMITED 80239.0312-06,80239-0110-07&80239-0813-06. ? y
a PLAN 13 TOP&BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS FIELD 3
m o I VIEWS __ TOP MOUNT MOUNTING CONDITIONS DICTATE. PANELS MAYBE MOUNTED VERTICALLY OR Q gggapgp
w www (CONN AS REQ'D) SECTIONS P HORIZONTALLY AS APPLICABLE. R u g
z / \ I 14) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH ANY $€
i w 0.23" \ MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED AT 03/8"(OR 05/8" Tj ij !' y9
0.58" WITH KEYHOLE WASHER)WITH ANY FASTENER TYPE. WASHERED WINGNUTS a6
SHALL HAVE 0.865°MINIMUM WASHER DIAMETER. F5
m °J 15) ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZEDg q
i ry STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 9E�¢
g isi / n -T- wZ u� 60 KSI. L'E:
23 16)THE HURRI-OUT EGRESS STORM PANEL DETAILS ARE INTENDED TO :
i ` vl ALLOW THE POSSIBILITY OF REMOVING PANELS FROM INSIDE OF DWELLING.
z RESULTS MAY VARY ACCORDING TO INSTALLATION,END-USER,AND �e
TRAINING,ETC. ENGINEERING EXPRESS AND TRANSPARENT PROTECTION COPffdOMTW1ttLBENUADOPE
f w SYSTEMS DO NOT ASSUME ANY RESPONSIBILITY OR LIABILITY ASSOCIATED
WITH USE OF THIS INSTALLATION AND OR ITS APPLICATIONS. 15-2494
` 7-1
BOTTOM MOUNT I suEe:
- --- _ L ♦ PAGE OE9CRiPTION:
(CONN AS REQ'D) ---\-� i ___-s________ _____ ____ _ ______ NOTE:FOR ALTERNATE ARCH TOP INSTALLATIONS,THE TOP TRACK OR
-`'� U-HEADER SHALL 8E CUT INTO 6"MINIMUM ADJACENT SEGMENTS.EACH
BOTTOM MOUNT SEGMENT SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULE, ov
1 TYPICAL ELEVATION z KEYHOLE DETAIL (CONN ASREQ'D) WITH A MINIMUM OF(2)ANCHORS PER SEGMENT.ANCHORS SHALL BE
1 N.T.S. 1 N.T.S. 3 ALT. ARCH TOP* 1-1/2"MIN FROM ENDS OF EACH SEGMENT AND SPACED 3"MINIMUM ^
ALT:FIELD DRILL 03/8" FROM ADJACENT ANCHORS.FOR STUDDED TRACKS ONLY,THERE SHALL BE -r,LJll
HOLE(OR 05/8'HOLE 1 N.T.S. A MINIMUM OF(1)STUD PER SEGMENT FASTENED TO THE STORM PANEL.
$ W/KEYHOLE WASHER) STUDS SHALL BE LOCATED 2"MINIMUM FROM ENDS OF EACH SEGMENT.
y� 2.000°-( �2.00D'( -r `�`�p��Llllllllfl FkElO4615491NARo0,v.E.
f-2.50--i t-2.50'--f 2.50"� I 2.50"-1 b� I I �`„C.`•p �,��iF�-IX4011
" 0.100' 1.00 +�
1.Ort1yo. T JN �aso\ o. o 1.199^ ,C I N = N0.4654 r1�1•
10
V Y �C~ X Cry y .C~ y 1.003° T-11.500" .p•. STATE OF u• b N r
1 24'(MIN)TO 26"(MAX)PANEL COVERAGE I 12.000" '�� •'•'`CORIDP Z•'
28 1/4'MAX TOTAL PANEL WIDTH 14.394 y� m Al.
rr TM a MOUNT WITH MOUNT WITH �'��,ss/ONAL EA.. w j"0 -
CLEARMAX DOUBLE-WIDE PANEL PROFILE FASTENERS ALT. FULL PANEL PROFILE FA NRS f,,'0N 111111L' ztP U. �
11 3"=1'-0" (SEE GEN NOTE 6) O3 O DS AT 12 N.T.S, (SEE GEN NOTE 6) 13"O.C.MAX n�y Q V LL U., a
WW cm w
Z Nw3
0.625" N 3 Y
1/4-20 o w
STUD X 3/4"
y 3.000"MAX. 0.500" 0 6'O.C. '�° a
0.198° -
N 0.093"TYP. MAXIMUM PANEL MAXIMUM PANEL
ory o1zs' o.zao" o.7zo' � (SPAN SCHEDULE POSITIVE N SCHEDULE
fl.IZ 0.387" �-zDDD� CONN ) (W/ "H" HEADER)
w a
ALTERNATE ALTERNATE a=d
B.O. 'F' TRACK STUD ANGLE MAX LOAD S Na o
LOAD SPAN o $c w w
6".1._0° (PS f) ( , (psf) (fl) cd
¢w❑°u
g 24.2 1793 7'-9 "
38 I2'-0" ,y a Z H9
1 34.6 7'-0" a
m 07YP" I� }-}0.374' 40 11'-5" 41.6 6'-0" o°
1/4-20 MACHINE I I O ' w ou
SCREW STUD X I I 45 10'-1" 55.4 s'-a" y g N
s° 3/4"@ 6"O.C. s0 9'-1" 104 4'-0" 10 S
or ss 8'-3" MAXIMUM PANEL
295° 60 7'-'" SPAN SCHEDULE c
0.093"! `? 65 7'-0" °
70 6'-7" (W/ "U" HEADER) w
r_________________ 75 6'-1" MAX DESIGN
5'-9" MAX PRESSURES
80
�-2.000"-{ �2°-{ SPAN pOSITIVE NEGATIVE
STUDDED ANGLE 'F' TRACK ANGLE loo a'i" (R) cPSr) cP50
9 15 6^=1'-0' 20 6-.1.-0. 110 4'-2" 6'.3"
=311 48 48
120 3'-10" 4'-4" 78 1 80 $
2.368" 2.741°
2.25 0.0 59'
0.094" MAXIMUM SPAN
0.09
§
In 0.843" SCHEDULE NOTES: $
0n�-2.00O"
0 2.189' 1. SPANS SHOWN IN"MAX PANEL SPAN SCHEDULES ARE MAXIMUM CLAMS H ELL COVER ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE.2. THE<POSITIVE CONNECTION>SPAN SCHEDULE MAY BE USED e1 N.T.S. 6063-T6 TO DETERMINE MAXIMUM ALLOWABLE SPANS FOR PANELS INSTALLED1,11 ='Rim 8 e
USING ANY COMBINATION OF MOUNTING EXTRUSIONS INVOLVING E CCPYHIGl11/WVIXLBQ@LWDO PE
2.735" POSITIVE CONNECTION-Le.ALL INSTALLATIONS WHICH DO NOT
.375 INCLUDE AN"H°OR"U'HEADER. 15-2494
.125" 0.093° 3. THE<WITH'H"HEADER>SPAN SCHEDULE SHALL BE USED FOR _
ALL INSTALLATIONS WHICH INCLUDE AN"H"HEADER. SCALE:
OR
2.554" 4. THE<WITH'U"HEADER>SPAN SCHEDULE SHALL BE USED FOR VAD2 DESCRIPRIDN:
1/4-20
u", ALL INSTALLATIONS WHICH INCLUDE A°U"HEADER
STUD .3/4" 5. TABLES ARE VALID FOR PANELS MOUNTED ENDIC LART LI
� ALTERNATE @ 6'O.C. VERTICALLY. SPAN DIRECTION IS ALWAYS PERPENDICULAR TO LINE ir-7U-HEADE
R U-HEADER OF ANCHORAGE.
N.T.S6063-T6 17 N.T.S. 6063-T6 19 CLAMSHELL TRACK L
-- - -- --"-- +`,SLI 1111111 11 NpW�54
L. P.E.
EXISTING HOST CONN TYPE Cl: EXISTING HOST STRUCTURE EXISTING HOST STRUCTURE EXISTING HOST STRUCTURE ,��,;: •• '� �
STRUCTURE DIRECT MOUNT CONN TYPE Cl: CONN TYPE C3: - CONN TYPE C2:
W/REMOVABLE ANCHOR PER ANCHOR PER ANCHOR PER 0,0". �C ••�;; Jr
ANCHOR PERANCHOR SCHED ANCHOR SCHED
ANCHOR SCHED EMBED � No,4 5
ANCHOR SCHED #14 SMS OR = `
EMBED EMBED 1/2"MAX —1- 1/2"MAX _
_-J,c_ EMBED a 3/16"POP —d• z
F
13'
RIVETS
MAX o e'•. STAT la^
(71� O•' 1 z w
wo p w° 11 a w0 10 z Q�.,oto ` •�• ¢
° ¢ rrrrr��s...• C.i O
•° 1 ,..~ 6 1/4-20 m= k.t 7 3 EXISTING 1 2 11 ap //2 lONA [Li�41m U yl
m LEG NOR EXISTING r _ S
GLAZING x 3!4" zN 1/4-20 x 3/4' GLAZING J w IIIIIIHII�t I Z d
INIMUM 2 rY STMAY BE STUDS ¢ STUDS AT 13' x w _ w ¢j
"�' a u MINIMUM z U
SEPAR PER 11 z REVERSED MINIMUM AT 13" O,C.MAX vl }-SEPAR PER 1/4-20 x ¢ rrIn� a (g a
SCHED - ¢ FOR INTER SEPAR PER O.C. D.rr U LL
MINIMUM w SCHED 3/4" w m 8 2 b
.N MOUNT SC E MAX f {----SEPAR PER a LEG g,/OR STUD DIR STUDS a 7 N w
EXISTING 1/4-20 w 20 4 z MAY BE REVERSED L
x GLAZING x 3/4" z 1 q SCHED EXISTINGa¢ FOR INTER AT 13° W W ••+w 3
STUDS a '4E QAX GLAZING MOUNT? O.C.MAX N
a •" AT 13" —f 1 w / 3 0• Y
w. 3 a Lu
O.C. CONN TYPE C5: 2 a p g
o L" 71/4'
w ANCHOR PER 5 13 11 CONN TYPE C4. a
d a ANCHOR SCHED . HOST u9 ANCHOR PER
X EDGE y 1/2" STRUCf f EDGE ANCHOR SCHED N
w DIST .n
CONN TYPE Cl: DIST EMBED
ANCHOR PER CONN TYPE CI: y
HOST STRUCTURE ANCHOR SCHED ANCHOR PER
ANCHOR SCHED w7a
1 MOUNTING SECTION z MOUNTING SECTION 3 MOUNTING SECTION 4 MOUNTING SECTION Na
3 3"=V-0° VERT SECTION 3 3"=V-0" VERT SECTION3 3"=V-0" VERT SECTION 3 3"=11-W VERT SECTION ..
`� D`�'90 �wo
W c �
HURRI-OUTTM EGRESS STORM PANEL DETAILS* �` Z°
u (-NOTE:SEE GENERAL NOTE#15) °' p
EXISTING HOST p Ig N O
STRUCTURE
NOTE:SHUTTER SYSTEM MAYBE
EXISTING HOST - ANCHORED THROUGH EXTERIOR WALL
STRUCTURE REFER TO CORRESPONDING FINISH TO HOST STRUCTURE WITH ANY ¢R.aa
E MOUNTING SECTIONS/DETAILS MOUNTING CONDITION SHOWN HEREIN. N
REFER TO CORRESPONDING FOR ANCHOR SPACING
g MOUNTING SECTIONS/DETAILS °ALUMINUM OR GALVANIZED STEEL SPACE w
d FOR ANCHOR SPACING • REQUIRED ONLY FOR EIFS,ICF,OR
a
OTHER MALLEABLE FINISHES.
• OPTIONAL FOR STUCCO,BRICK,OR U
EXISTING I OTHER RIGID FINISHES. OPTIONAL METAL BONDED °-
% 16 17 GLAZING 617 WASHER MAY BE USED ON THE a �
�GLAZING
' w Ida M D—
GLAZING
OF THE PANEL. o
ch
Fa INSIDE MINIMUM w u INSIDE ACCESS MINIMUM w m w Q o eR
ACCESS BOLTS: SEPAR PER z�^ BOLTS: �^ EXISTING HOST rA ' a " •�
SCHED OUTSIDE ¢ SEPAR PER OUTSIDE STRUCTURE p o ';'?"• ,�
1/4-20 x 3/4" a w 1/4-20 x 3/4° SCHED pCCE� w
n a ...,,...a,. w u!
ACCESS LL-
SIDEWALK SIDEWALK ANCHORS PER
BOLTS: BOLTS:
{p� BOLTS W/ S BOLTS W/ 1 4-20 x 3 4" °W,� a a ANCHOR SCHEDULE 8 »
WASHERED STUDS AT WASHERED STUDS AT m 6
WINGNUTAT }"' WINGNUT AT -
13"O.C.MAX 13°O.C.MAX EXISTING GLAZING MINIMUM 8
13"O.C.MAX 13"O.C.MAX SE P SCHED R�
3 4 141520 3 4 141520 `� � gR
REFER TO CORRESPONDING MOUNTING SECTION THRU
COFMGHTFRAWLE112MMM
MOUNTING SECTIONS/DETAILS EXTERIOR ERIOR WALL FINISH
FOR ANCHOR SPACING I REFER TO CORRESPONDING 15-2494
MOUNTING SECTIONS/DETAILS BRICK ICF EIFS ETC.) P
PAD _ -
FOR ANCHOR SPACING 3 N.T.S. VERT SECTION AGE
�DESCf1IPTIONI
5 MOUNTING SECTION s MOUNTING SECTION
3 N.T.S. VERT SECTION 3_ N.T.S. VERT SECTION ,�•T T
1 hl pL..BE NARUO,P.E-
549
�\
I
EXISTING HOST STRUCTURE \
za CONN TYPE Cl: ���Q�,•' i
MINIMUM o- MINIMUM ED EXISTING HOST ANCHOR PER �� 6
LEG AND/OR STUD SEPAR PER IS STRU URE
DIRECTION MAY BE SEPAR PER 1/4-20% w w ANCHOR SCHED:
REVERSED FOR SCHED 3/4" w u SCHED ANYANCHOR FROM NO.4 4
INTERIOR MOUNT i Q STUDS <to z ANCHOR SCHEDULE,
EXISTING AT 6" n w EXISTING 1/4.20 a w ANCHORS SPACED
GLAZING O.C.MAX a GLAZING x 3/q" EMBED •'
1q STUDS v _ @ 6"O.C.MAX. _•y Z_• 2 9•,• STAT qw
14 15
AT 6" F4 Q
w 1 .C. p.. 1 2 fl)
c.
.._......-..--. II-- K
,., .: ;...;. 1/4" wo MAX a. wo: . 1112 wV IjIII S%�N• OjJ.-.o
` •.O :EDGE :; MAX EMBED M1 a 1/q" 16 1 ¢a a9 19 1/4.20 zy Illllllllll 1 1 W 'w m U A
HOST m DIST CONN TYPE C5: MAX EXISTING o-¢csi EXISTING x 3/4" aw Z w v ui
STRUCi w ANCHOR PER -T GLAZING N U' GLAZING STUDSd
ANCHORSCHED AT 6" f w
-1- CONN TYPE Cl: MINIMUM MINIMUM I
ANCHOR PER SEPAR
SCHED- ~SEPAR SCHED R MAX } W z S
HOST STRUCTURE ANCHOR SCHED m
i MOUNTING SECTION �1 MOUNTING SECTION s 'MOUNTING SECTION 4 MOUNTING SECTION3"aP Y
,4.
3..1' Ill
-0" VERT SECTION 4 3"=1'-O^ VERT SECTION 4 N.T.S. VERT SECTION t} N.T.S. VERT SECTION .'0i O
BUILDOUT MOUNTING DETAILS *. EXISTING WOOD
n
TABLE 1 . BUILDOUT ONLY TRUSS/FRAMING (3)WLAG SCREWS AT •�
24°O.C.MAX INTO WOOD Ti
Y4"TAPCONS(SS ITW OR ELCO) Spans Up Spans Up Spans Up1%" 1 TRUSS/FRAMING WITH Zw
0 SPACED PER TABLE 1: LOAD To 6'-0" To 8'-6" To 11'-4'.'_ EMBED y 1%"MIN EMBEDMENT AND a >
S • STAGGERED(SHOWN):Cl G��t (psf) CONN TYPE CONN TYPE CONN TYPE / %q'MIN EDGE DISTANCE 6
°J • NON-STAGGERED:C2 1"x3"xy",2"xTA",OR s
G ClCi C2 Cl C2 ClC1 CZ
'6 (NON-STAGGERED ANCHORS 3"x3')%',6063-T6 30 13.0•'13.0'•13.0"13.0"13.0"11.8" EQ Q• EXISTING a o O w
SHALL BE PLACED AT CENTER O; ALUMINUM BUILDOUT TUBE 38 13.0"13.0"13.0"12.4"13.0•' 9.3'• EXTERIOR FINISH r
� � $•'+
THE BUILD-OUTTUBE
#14 SMS SPACED PER z 47 13.0"13.0"13.0"10.1"13.0" 8.5 T Q Q w
TABLE 2,CONN TYPE C2 o 54 13.0"12.4"13.0•' 8.8" 13.0" 8,5" w w a O O 6
EXISTING HOST 120 13.0" 8.5" 13.0" 8.5•' 13.0" 8.5" �n
'/z"MIN(TYP) 1617 a¢n•w E
STRUCTURE 30 10.9" 6.6" 7.7" 4.6" 5.8" 3.5"
z= mSa
MAX - - ¢u
-I 3 yu 38_ 8.6" 5.2" 6.1" 3-7" 4-6" EXISTING °,in
$ II 11 O 47 7.0 4,2" 4.9•' 3.0'• 4.2" GLAZING g En M L' g N 0
54 6.1 3.6" 4.3" 4.2" 2"x5"x�/e"6063-T6 1 g a
2°MIN FOR II 11 _ 120Wl'�; 4,,2" 4.2" ALUM ANGLE OR 4
STAGGERED rn w _30 0.0" 6.0" 7.5" 4.5" MINIMUM 4"x'/4'6063-T6 SEPAR PERINSTALLATION z u o38 .9" 4.7'• 5.9" 3.6" ALUM PLATE SCHED
p 47 6.4" 3.8" 5.4" 3.3" Ww3 54 .6" 33" 5-4" 3.3^ WOOD TRUSS12D .4" 3.3" 5.4" 3.3" 6 MOUNT DETAIL L)
1"x3°x%",2"x3°x'/a TABLE 2*: BUILDOUT ONLY 4 N.T.S. VERT SECTION 4
OR 3"x3"xVs 1 !s'
Spans Up Spans Up Spans Up p $g
a 6063-76 ALUMINUM r - LOAD To 6'-0" To 8'-6" To 11'-4" 14 1 Z=
BUILD OUT TUBE z EXISTING PASS a u 9�
ll
2"MIN FOR i (Psf) CONN TYPE CONN TYPE CONN TYPE THRU WINDOW SILL ggg F3
tow Cl C2 CS C2 CI C2 rn to
p4 STAGGERED - _ (WOOD,GRANITE, -
wu 30 13.0"13.0"13,0"13.0"13.0"13.D" TABLE 3: 1/4-
INSTALLATION
Z MARBLE,ETC.)
I� II EQ ¢ 38_13.0"13.0"13.0"13.0"11.3" 8.1" T
MAX K g
47 13.0"13.0"12.2" 9.4" 10.3" 6-8"
U IIIIII ¢o. 54 13.0-113.0"110.6-17.2- 10.3" 6.8" #14 WOODII IA Yn"ITW SS �/a"ALL POINTS8 120 10.3" 6.8".10.3" 6.8" 10.3" 6.8" TAPCONSWITH SOLID-SETWITH SCREWS WITH0 SS THRU
EXISTING HOST II1�/a"M[N EMBED %a"MIN EMBED 1�"MIN S AT 12"O.C.STRUCTURE EQ NOTES: PENETRATION1. TABLE 1 AND 2 APPLY ONLY TO BUILDOUT CONC CMU CONC CMU WOOD 5"x)¢"OR(1)ANY STUDDED ANGLE OR'F' MOUNTING DETAIL(7/3). Y4"6063•T6 `Y4 TAPCONS(SS ITW OR ELCO) TRACK APPROVED HEREIN 2. TAPCONS SHALL BE INSTALLED WITH THE 12"O.C. 8"O.C. 12"O.C. 11'•O.C. 12"O.C. EANGLE(S) 1.SPACED PER TABLE 1: FOLLOWING MINIMUM EMBEDMENT: COPYRWFIWLKLBF1fPMPR.
STAGGERED(SHOWN):Cl #14 SMS SPACED PER . TO CONCRETE:13/4'MIN EXISTING HOSTBLE 3 FOR 15-2494
• NON-STAGGERED:C2 TABLE 2,CONN TYPE Cl R SPACING• TO HOLLOW BLOCK:1�°MIN STRUCTURE:HOLLOWscALe:(NON-STAGGERED ANCHORSTO WOOD:1%"MIN BLOCK,CONCRETE(3KSIPAGE PE8CfUEMCN: -
'` SHALL BE PLACED AT CENTER 3. REFER TO SHT 6 FOR ADDITIONAL MIN),OR WOOD(G=0.55)
OF THE BUILDOUT TUBE) BUILDOUT ANCHOR NOTES. PASS THRU
5 4. THESE MOUNTING CONDITIONS MAYBE W
USED INDEPENDENTLY OF ONE ANOTHER AND 7 WINDOW DO W
MOUNTING DETAILDETAIL ON
IN CONJUNCTION WITH OTHER MOUNTING
4 N.T.S. VERT SECTION CONDITIONS/DETAILS DEPICTED HEREIN. 4 d
FRANK L.BENNARDD,P.E.
,"1111g1Iolift tEOO46549
CLOSURE DETAILS
1 z 11 nN
o.4654 -
MINIMUM SPAN TOP OR BOTTOM MOUNT MINIMUM SPAN =* * 0
1/4°
r11 X MAXI SCHEDULE WITHOUT CLOSURE SCHEDULE NOTES: o'• STATE OF �p
�Z c �i s"�p�.•.FCORIO • - m E
rt ONE(1)CLOSURE AT p L�9 o u + o Z n 1. SPANS SHOWN ABOVE ARE MINIMUM 81-1
�i,� 4C
TOP OR BOTTOM E f z¢ zd ¢ ALLOWABLE SPANS BASED ON ANY �ry�EsS/0 N Ak. , u, 'a P U
G ❑ p o p a COMBINATION OF MOUNTING blpplll�lllpl W w= a
EXISTING HOST ,-a' _�i O = CONDITIONS AT TOP OR BOTTOM. PANEL
p ° LENGTHS LESS THAN T
rri " HOSE NOTED IN U Q L7<
STRUCTURE DIRECT MOUNT 32" 30" 33" 30" 30" 32 30" 30". TABLES ABOVE ARE NOT ACCEPTABLE. mm
w$gQ
fi O STUD ANGLE(WALL MOUNT) 32" 30" 33" 30.1130u 32" 30" 30" 2. NO SEPARATION FROM GLASS IS N O z�
1 WALL MOUNT CLOSURE U °F"TRACK 33" 30" 35" 30" 30" 33" 30" 30" REQUIRED WHEN PANEL LENGTH IS WW iLu
-- - - —- - - m O REVERSE"F"ANGLE 32" 30" 33" 30" 30" 32" 30" 30" GREATER THAN THAT NOTED FOR 3 j
3"=1'-0" PLAN VIEW RESPECTIVE MOUNTING COMBINATIONS
5 V 8.0.2x5+STUD ANGLE 32" 30" 33" 30" 30" 32" 30" 30" 0 w
02 B.O.'F"TRACK 32" 30" 33" 30" 30" 32" 30" 30" ABOVE. �Dw••
65 a CF ^H"HEADER 30" 30" 30" 30" 30" 30" 30" 30" 3. SIDE CLOSURES REQUIRED IF GAP
�s STUD ANGLE(TRAP MOUNT) 32" 30" 33" 30" 30" 32" 30"13(Y' EXCEEDS DISTANCE SHOWN
NEEN PANEL AND CIINRE
HORIZONTAL SECTION DETAILS(REF.
DETAILS 6/3,7/3 AND 9/3).
MINIMUM SPAN BOTTOM MOUNT 4. TABLES ABOVE ARE VALID FOR
C PANELS MOUNTED HORIZONTALLY OR ri
SCHEDULE ❑ �� y w +� u �.�z VERTICALLY.
uJ L9 5. TOP BOTTOM CLOSURES MAY >
EXISTING HOST ❑ D t�'^ o ❑ TOP/
BOTTOM
NO TOP/BOTTOM CLOSURES f Q 0 z '�f zd ~ z 0 CONSIST OF NON-STRUCTURAL 2Bga a N le
` 11 2 1 �j p �'- < •o fL = p� (0.016"MIN)GALV STEEL OR 0.022"MIN d
° SHEET ALUMINUM OF ALLOY 5052-H32 OR U O I-1"TO 5"— ¢ " m o x
3 � 3004-H34. REFERENCE DETAILS HEREIN
o m FOR DEPICTION OF TOP/BOTTOM6DIRECT MOUNT 53" 32" 55" 32" 32" 53" 30" 32"-L CLOSURE MOUNTING REQUIREMENTS.STUD ANGLE(WALL MOUNT) 32" 3033" 30" 30" 32" 30" 30" 6. STORM PANELS MAY BE INSTALLED 1! s: n o o¢
I�1/4° Z "F°TRACK 55' 33" 57" 33" 33" 55" 30" 33" 1 '�1/2"MIN,� I MAX WITH A 12"MINIMUM SPAN WHEN 32 E
m OVERLAP O REVERSE"F ANGLE 32" 30" 33" 30" 30" 32" 30" 30" INSTALLED WITH A CLOSURE ANGLE AT ¢
B.O.2x5+STUD ANGLE 32" 30" 33" 30" 30" 32" 30" 30" BOTH TOP AND BOTTOM, o w
ANCHORS AT 12.0"O.C.FOR P-Sgpsf OR a
B.O.B "F°TRACK 53" 32" 55" 32" 32" 53" 30" 32" m 0 m 0
LESS,OR AT 5.9"O.C.FOR P=120psf OR LESS "H°HEADER 30" 30" 30" 30" 30" 30" 30" 30" m a a e
v (USE ANY ANCHOR FROM ANCHOR SCHED)
R STUD ANGLE(TRAP MOUNT) 32" 30" 33" 30" 30" 32" 30" 30" j
h z TRAP MOUNT CLOSURE o
5 3"=V.O. PLAN VIEW FwF
. F
EXISTING HOST STRUCTURE
a ANY MOUNTING CONDITION MAY
BE USED,END CLOSURE MAY a
y^ ALSO CONSIST OF STUD ANGLES,
i U-HEADERS,OR H-HEADERS. �g
1/4" *`MAX <i 4 Yi r 6�
1' ,( BEND PANEL AROUND 1 2 1112 1 — -
'Tj CORNER B.STITCH TO MAXI
2"x2"(MINIMUM)
ADJACENT PANEL WITH 1 CONTINUOUS ANGLE c d 0 gpB
GAG / 4-20 BOLTS & 2 FASTENED WITH B 5
O W ��HERED WINGNUTS SAME WINGNUT 6
AT 27". .C.(TYP) MIN.PANEL OVERLAP 11 tRE
USED TO FASTEN ,¢
/ /� SHALL BE 1.5 TIMES I PANEL TO MOUNTING n
GLE 1ING THE PANEL PROJECTION--{-- ANCHORS S, R A O.C.FOEXTRUSION ORFASTEN PANELS TO EXISTING HOST FROM THE E%[STING I P=59psf OR LESS,OR AT 5.9"O. EQ DIRECTLY TO HOST'HOST STRUCTURE OR VAR STRUCTURE HOST STRUCTURE PROJECTION FOR P=120psf OR LESS(USE ANSTRUCTURETO STUDDED ANGLE ANCHOR FROM ANCHOR SCHEANCHORAGE E HOST COPfRNiIMMLE5lHMDOPE
(TOP ABOTTOM)AT STRUCTURE PER 15-2494
CORRUGATION VALLEY "`1d:....J���` - MOUNTING SECTIONS
CLOSEST TO CORNER EXISTING HOST
_.. .. 6GLEt - -
(EACH SIDE) STRUCTURE FAdEDESCBIPT100
s CORNER CLOSURE 4 PANEL OVERLAP 5 BUILD-OUT CLOSURE 6 TOP BOTTOM CLOSURE
5 N.T.S. PLAN VIEW 5 N.T.S. PLAN VIEW 5 3"=V.D. PLAN VIEW ll5 N.T.S. VERT SECTION
ANCHOR SCHEDULES Z' ,L,,'4',NNA,.Rl'l0,PE2"MIN EDGE DISTANCE 3/4"MIN EDGE DISTANCEG Spans Up To 6'-0' pans p 70 -6" Spans Up To 12'-0' rj pans p o 6- Spans Up 70 - pans p 0 I
ANCHOR LOAD r ANCHOR LOAD .1
�+ CONN TYPE CONN TYPE CONN TYPE da CONN TYPE CONN TYPE CONN TYPK°�° yO,
_ (psf) Cl C2 I C3 I C4 C5 Cl I C2 I C3 C4 1 CS Cl C2 I C3 I C4 C5 x G Cps') Cl I C2 C3 06 C5 Cl I C2 C3 I C4 I CS Cl I C2 I C3 ;CS
1/4"ELCO ULTRACON OR ITW 30 13.0"13,0'•13.0"13.0"13.0"13.0"113.0"113.0-13.0'•13.0"13.0"10.6"13.0"113.0"113.0" 1/4'TAPCON(ELCO OR ITW) 30 13.0"13.0"13,0"13.0"13.0'•13.0"13.0" 133"
SS TAPCON WITH 1-3/4° 38 13.0"13.0"13.0"130"33.0"13.0"13.0"13.0"13.0"130"130" 8.3" 6.5" 13.0" 9.0" OR*14 WOOD SCREW W/ 36 13,0"13.0"13.0"132"13.0'•13.0"13-0"13.0" 13.0"13.0" 7.6" 6.0" 1Z 5.2" AT EMBED(3192 PSI MIN CONC) 47 13.0••13.0"13.0"13.0"13.0"13.D" 9.5" 7.4" 13.0'•13.0"13.0" 6.7" 5.3" 13.0" 7.2" 1-1/2"EMBED 47 13.0'•13.0"13.0'•13.0"13.0"13.0" 8.7" 6.8" 5.9" 13.0" 6.2" 4.8" 1 .2" R/54 13-0"13.0"13.0•'13.0"13.0"13.0'• 8.3" 6.5" 13.0" 8.9" 13.0'• 5.9" 4.6" 11.7'• 6.3" 54 13.0"13.0"13,0"13.0"13.0"13.0" 7.6" 5.9" 5.2" 13.0" 5.4" 4.2" 9.14 1.120 5.4" 5.3" 4.1" 51" 5.7" 3.8" 3.7" 3.6" 40" 120 4,9" 4.8° 3.0" 4.3" 3.3" 3.5" 3A" 2,7" 2.3" 2.5" 2.4" 2,2"
1/4"ELCO PANELMATE WITH 30 13.0'•13.0"13.0•'13,0'•13.0"13.0"13.0"13.0•'13.0"13.0"13.0'•13.0••132"13.0�13_0" 1/4°ELCO PANELMATE 30 13.0'•13.0'13.0'•13.0"13.0"13.0"13.0'•13.0•' 33.0"13.0"13.0"13.0"13,0"1.dU1-3/4"MIN EMBED(3350 PS[ 38. 13.0"13.0"13.0"13.0"13.0"13.0"33.0"13.0"13.0"13.0"13.0"10.7" 8.3" 13.0 11.5 (FEMALE,MALE,OR PLUS)W/ 38 13,0"13.0'13.0"13.0"]3.0"13.0"13.0'•13.0" 13.0"13.0"10.3" 8.1" 12.1" 5.9"liffflf 11 a XXMIN CON ) q7 13.0"13.0"13.0"13.0"13.0"13.0"12.2" 9.5" 13.0"13.0"13.0" B.6" 6.7" 13.0" 9.3" f 1.7/8"M N EMBED 47 13.0'•13.0'13.0'•13-0"13.0"13.0'•11.8" 9.2" 6.8" 13.0" 8.4" 6,S' 9.8" 4.8" V'd W54 13.0•'13.0"13,0"13.0"13.0"13.0"10.6" 8.3" 13.0"11.4••13.0" 7.5" 5.9" 13.0" 8.1" ,n 54 13.0"13.0'13,0•'13.0"13.0'•13.0'•10.3" 8.0" 5.9" 13,0'• 7.3" 5.7" 8.5" 4.2" CD
W ZL-m _ __ _ 120 6.9" 6.8" 5.3" 6.5" 7.3" 4.9" 4.8" 3.7" 4.6" 5.1" 3.4" 3,4" 3,3" 3.6" o 120 6.7" 6.S' S.1•' 4.7" 3.8" 4.7" 4.6" 3.6" 2.7" 3.3" 3.3" 2.6" 2.4" Z i m($�W°
z 1/4-20 ALL POINTS SOLID-SET 30 13.0"13.0"13.0"13.0"13.0"13.0'•13.0"113.0"113.0"13.0"13.0"110,611 13.0'•13.0"13.0" v 7/16°WOOD BUSHING W/7/8" 30 13.0"P2.9'
13.0"13.0" ,N.I 9 a 3
�{ V WITH 7/8"MIN EMBED(3000 38 13.0"13.0"13.0"13.0"13.0"13.0"13,0"13.0"13.0"13.0"13.0" 8.4" 6.6" 13.0"10.5•' o MIN EMBED&1/4-20 S.S. 38 13.0" 13.0"13.0'13.0"13.0'•13-0"13.0"13.0"13.0"12.2" 4.5" 3.5" 12.2" 3.6"
PSI MIN CONC) 47 13.0"13.0"13-0"13.0"13.0"13.0'• 9.6" 7-5" 13.0"13.0"13.0" 6,8" 5.3" 13.0" 8.5" 00 MACHINE SCREW 47 13.0" 13.0"13.0••I3.0"13.0" 5.2" 4.0" 13.0" 4.1" 9.9" 3.7" 2.9" 9.9" 2-9" In� 3 Y
C * 54 33.0"13.0"13.0"13.0"13.0"13.0" 8.3" 6.5" 13.0"10.4"13.0" 5.9" 4.6" 13.0" 7.4" � * ri.Rlintl 54 13.0" 13,0"13.0"13.0'•12.1" 4.5" 3.5•' 12.2" 3.6" 8.6" 3.2" 2.5" 8.6" LS" CWS
ski 120 5.4" 5.3" 4.1 5.9'• 6.6" 3_8" 3_8" 4.1•' 4.7" 3.3" H�NN7 _ .120 2,9" 2.2" 3.2" 2.3" 2.1" 2.0•' 2,2" -1 93'
1/4-20 POWERS CALK-IN WITH 30 13.0"13-0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 6.7" 13.0"11.5"11.5" 1/4"LAG SCREW OR HANGAR 30 13.0' 13.0"13,0•'13.0"113.0"113.0"13.0"13.0"13.0"13.0"12.7"13.0"13.0"13.0" ¢
° 7/8"MIN EMBED(3000 PSI MIN 38 13.0'•13.0"13.0"13.0"13,0°13.0"13.0"13.0"12.8"12.8"13.0" 5.3" 4.3" 9.1" 5,2" BOLT WITH 2-3/32"MIN 38 13.0" 13.0"13.0•'13.0"13,0"13.0"13.0"L32"13.0"13.0"10.0" 7.8" 11.3" 5.7`
CONC) 47 13.0"13.0"13.0"13.0"13.0"13,0" 6,0" 4.7" 10.4"10.4"11.5" 4.3" 3.3" 7.4" 4.2" THREAD PENETR THREAD q7 13.0" 13.0"13.0"13.0"13.0"11.4" 8.9" I2,9" 6.4" 13.0•' 8.1" 6.3" 9.1" 4.6" •+
...___ �PENETR� ._._
54_13.0"13.0•'13.0•'12.8"I2.8"13.0" 5.3" 4.1" 9.0" 5.2'• 10.0" 3,7" 6.4" _3_.7_" 54 13.0"13.0-113.0"13.0--1130-113.0"110.0" 7.8" 11.2" 5.6" 13.0" 7.1" 5.5" 7.9•' 4,0"J�m ,may
* 120 3.4" 3.4" 3.0" 3.3" * 120 6.5" 6,4°15.0"14.5" 3.6" 4.6--14-q-- 3.5" 3.1" 2.5" 3.2" 3.2" 2.5" 2.2"
1/4"ELCO ULTRACON OR ITW 30 13.0"13.0"13.0"13.0"13.0"11.7"11.7"11.7" 9.4" 9-4" 8,3" 3.1" 8.3" 6.7" 6.7" 1/4°TAPCON(ELCO OR ITW) 30 13.0 13.0 13.0 f3.1" 2.3"
3.0 .SS TAPCON WITH 1-1/4° 36 13.0"13.0"13.0"10.5"10.5" 9.3" 9.3" 9.3" 7.4" 7.4" 6.6" 5.3" OR&14 WOOD SCREW W/ 38 13.0•'13.0"13.0" 3.0"13.0"33.0"19.0"13.0"13.0"13.0" 4.9" 1.8" 10.8" 3.7" ¢z EMBED q7 10.6"10.6"10.6" 8.5" 8.5" 7.5" 6.0" 6.0" 5.3" 43" 1-3/2°EMBED �47 13.0"13.0"13.0" 3.0"13.0" 5.6" 4.4" 12.3" 4.2" 10.7" 4.0" 3.1" 8.7" 3.0" . o0e
54 9.2" 9.2" 9.2" 7.4" 7.4" 6.5" 5,2" 4.6" 3.7" 54 130"13.0"13.0" 3.0"13.D" 4.9" 3.8" 10.7" 3.6" 9.3" 3.5" 2.7" 7 6" 2.6" �z..._. 120 120 3.2" 3.1" 2.4" 2.3" 2.2" 2 2" 2.2"]/4°ELCO PANELMATE WITH 30 13.0'•13.0'•13.0'•13.0"13.0"13.0"13.0"13.0"13.0••13.0'•13.D" 5.4" 13.0"13.0"13.0•' 1/4"ELCO PANELMATE 30 13.0" 13.0"13.0" 3.0"11,0"13.0"13.0"11.7'•11.7"13.0'• 7.1" 13.0" 8.3" 8.3"1-1/4°MIN EMBED 38 13.0"13.0"13.0"130"13.0"33.0"13.0"13.0"13.0"13.0"115" 4.3" 3.3" 10,5" 5,1" V (FEMALE,MALE,OR PLUS)W/ 38 13.0" 13.0" 13.0" 3.0"13.0"13.0"13.0" 9.2" 9,2" 13.0'• 5.6" 4-4" 6.S' 3.2"47 13,0"13.0"33.0"13.0"13.0"13.0" 4.9" 3,8" 11.9"11.9" 9.3" 3.S' 8.5" 4.1" i� 1-7/8"M N EMBED 47 13.0"13.0"13.0" 0.6•'13.0" 6.4'• 5.0" 7.5•' 3.7" 12.1" 4.5" 3.5" 5.3•' 2.6"54 13.0"13.0"13.0"13.0"13.0'•11,4" 4.3" 3.3" 10.4" 5.1" 8.1" 3.0" 7.4'• 3.6" * 54 13.0" 13.0"13.0" 9.2" 13.0" 5.5" 4.3" 6.5" 3.2" 10.5" 3.9" 3.1" 4.6" 2.3" E 120 3.T' p0 120 3.6" 35•' 28" 2.0" 2.5" 2.5" Sct E a
m 1/4-20 ALL POINTS SOLID-SEF 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0'•13.0"13.0 13.0•13.01' 8.9" 13.0"13.0"13.0' 8 1/4°LAG SCREW WITH OR 30 13.0"13.0"13.0"13.0"13.0•'13.0"13.0•'13.0"13.0'•13.0"13.0"12.7"13.0"13.0"13.0" q' }0
cd
WITH 7/8"MIN EMBED 38 13.0"13.0"13.0"13.0"13_0"13.0"13.0"13.0"130'13.0." 13_0" 7_0" 5.5" 13.0" 73" 3 HANGAR BOLT 2-3/32°MIN 38_ 13-0"13,0"13,0"13.0"33.0"13.0"13.0"13.0'•13.0'•13,0"13.0'•10,0" 7.8" 11.3"
O .....-'-_..
47 13.0"13.0"13.0"13.0"13.0"13.0" 8_0" 6 3" 13_0'13.0"13.0" 5.7" 4.4" 10.6" 5.9" THREAD PENETR THRFENEAD 47 13.0"13.0"13.0"13.0"13.0"13,0"11.4" 8.9" 12_9" 6,4" 33,0" 8.1" 6.3" 9.1" 4.6" ca 0
54 13.0"13.0"13.0"13.0"13,0"13.0" 7.0" 5.4" 13.0" 7.2" 13.0" 4.9" 3.9" 9.2" 5.1" * Rp11tiID 54 13.0"13.0"13.0"13.0"13,0"13.0"10.0"
a 120 4.5" 4,4" 3.5" 4.2" 4.6" 3.2" 3.1" 3.2" 120 6.5" 6.4" 5.0" 4.5" 3.6" 4.6" 9.5" 3.5" 3.1" 2.5" 3.2" 3,2"12.5- 2.2" n
u w
_ u F
u
ANCHOR SCHEDULE NOTES:
n 1. I/4"TAPCONS MAY BE BY ITW(STAINLESS STEEL)OR BY ELCO. "ELCO PANELMATE-ANCHORS MAY ? 9
BE MALE,FEMALE,OR PANELMATE PLUS,AS ILLUSTRATED. HEAD STYLE MAY BE STD 13/32"OR Q Is
WASHERED 5/8"HEX HEAD. I{
R 2. ENSURE MINIMUM 2"EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. -
EDGE DISTANCE OF 3/4"IS ACCEPTABLE FOR ANCHORS TO WOOD.
3, MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND L@r
D EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. Q 1551
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. § gy
S. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD
VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. Xe
6. WHERE ANCHORS FASTEN TO NARROW FE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN GR
CENTER OF NOMINAL 2x4(MIN)WOOD STUD(i.e.I3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS
TO WOOD FRAMING). WOOD STUD SHALL BE"SOUTHERN PINE"(FOR G=0.55 OR GREATER DENSITY) g n
OR"SPRUCE-PINE-FIR"(FOR G=0.42 OR GREATER DENSITY). C0PYWWFPNA(LB9AVW0FE
7. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES
MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN 15-2494
SPAN SCHEDULE SHALL APPLY. SCALe-
8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR PAGE[
AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD("SIDEWALK BOLT')U.N.O.
9. * DESIGNATES REMOVABLE ANCHORS. PANELS SHALL BE MOUNTED DIRECTLY TO THE HOST
STRUCTURE ONLY WITH THESE ANCHORS,LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO ov
ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE. }�
Q 10. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE.
!z
FRANK L 6ENNARDO,P.E.
\11\N111jn�
` 046549
5
* ' N0.4654 _
7t ULE - o
_�'•, STATE OF Z
:O� F fluru"
Ox"k_ c
POSITIVE CONNECTION H-HEADER U-HEADER wW W 3
MINIMUM GLASS MINIMUM GLASS MINIMUM GLASS N�
SEPARATION SCHEDULE SEPARATION SCHEDULE SEPARATION SCHEDULE
paves
W
MINIMUM MINIMUM MINIMUM a
MINIMUM MINIMUM MINIMUM
SEPARATION SEPARATION SEPAl1ATI0N
SPAN SEPARATION AT SPAN SEPARATION A7 SPAN SEPARATION AT y
LOAD ATOR AT OR AT OR
n LESS ELEVATION> LESS ELEVATION> LESS ELEVATION> -
(PSF) THAN BELOW 30' 30'ABOVE THAN BELOW 30' 30'ABOVE THAN BELOW 30' 30'ABOVE
ABOVE GRADE ABOVE GRADE ABOVE GRADE
GRADE GRADE GRADE
4'-0" 7.73" 1.65" 8'-7" 8.601' 7.17" 6'-3" 3.98" 3.21" O
38 '-0" 7.73" 4.38" T-9" 8.60" 6.69" 5'-T' 3.98" 2.58"
,A ...7 12'4" 8.78" 8.78" 7'-0" 8.60" 5.97" 4'-4" 3.98 2.24" v c
4--0" 7.73" 1.69" 6'-0" 8.60" 4.9q" p
40 7'-0" 7.73" 4.56" 5'-0" B.60" 4.10"
o �o wp
s 11'-5" 8.33" 8.33" 4'.0" 8.60" 3.58" 5 �•a z wp tQ.
4'-0" 7.73" 1.77" E �A N
45 7'-0" 7.73" 5.01" v 5 qa
10'-1" 7.73" 7.39" p �' �w a
4'-d' 7.73" 1.86" GLASS SEPARATION ' m S m
so 7'0 7.73" SAS" SCHEDULE NOTES: hasp
9'-1" 7.73"
1. GLASS SEPARATION SCHEDULE a�a� ft
4'-0" 7.73" 2.03" PROVIDES MINIMUM SEPARATION q p
60 7'41" 7.73" 6.34" DISTANCE REQUIRED BETWEEN EXTERIOR 7u w
`R' 7'-7" 7.73" 6.57" FACE OF GLAZING(OR OTHER PRODUCT
5 1 4'-0" 7.73" 2.20" BEING PROTECTED)AND INTERIOR FACE
70 OF INSTALLED STORM PANEL.
yP 6'-7" 7.73" 6.38" 2. SEPARATION DISTANCE PER THIS
LL 120 3'-10" 7.73 2.74" SCHEDULE IS REQUIRED FOR USE WITH
a POSITIVE LOADS ONLY.
3. SEPARATION FROM GLASS IS 9ae
REQUIRED ONLY WHEN INSTALLED
WITHIN ASTM WIND ZONE 4 AND F(�
ESSENTIAL FACILITIES. z -
�68
COFM=RURI(L BF17RR00 PE
15-2494
§ sCALM
PAGE DESCRIPTION!
E
5 oc�
Rb
d_
M�I�AM�PDADE MIAMI-DADS COUNTY
17fL1 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
C� .�' n� NOTICE OF ACCEPTANCE(NOA) www.miamidade.gov/economy
Just Shutter It,Inc.
MAY
�y 1341 SW S.Macedo Blvd.
MAY 0 3 2017 Port St.Lucie,Florida 34983
PERMI TiNG SCOPE:
St. Lucie County, FL This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control
Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes.If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: "Supernova"Aluminum Accordion Shutter System
APPROVAL DOCUMENT: Drawing No.15-146,titled"Supemova Extruded Aluminum Accordion Shutter
sheets 1 through 13 of 13,prepared by Engco,Inc.,dated April 07,2015,signed and sealed by Pedro De
Figueiredo,P.E.,on July 30,2015 bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the
following statement:"Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS-
202,and TAS-203,unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0708.05 and consists of this page 1,evidence submitted pages E-1&E-2 as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S.
� NOA No.15-0513.03
MIAMt•DADE COUNTY • Expiration Date:08/14/2019
Approval Date:08/27/2015
0 0/Z 7/Z 1) Page I
Just Shutter It.Inc. .
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled"Supernova Extruded Aluminum Accordion Shutter
sheets]through 11 of 11, and sht. 3.1, 4.1,9.1,prepared by Engco,Inc., dated
June 26,2014 signed and sealed by Pedro De Figueiredo,P.E., on June 26,2014.
B. TESTS
1. See Association's generic approval under.14-0155.
C. CALCULATIONS
1. See Association's generic approval under 14-0155.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association,dated August
01,2014, certifying this product to meet the criteria ofproduct tested and
approved, and allowing Just Shutter It,Inc. to use the test results approved under
Miami Dade County Approval No. 14-0155,signed by Mr.Peter Loucks.
2. Acknowledgment letter by Just Shutter A Inc., dated August 01,2014 signed by
Mr.Samuel Zaza,
3. Letter by Engco Inc., dated June 26,2014,signed and sealed by Mr.Pedro De
Figuriredo,P.E., cert6ing that the drawing(No. 14-131)prepared for Just
Shutter It,Inc.is engineering wise identical to N.A.SA.'s generic drawing(No.
14-019.1).
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 15-146, titled"Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 13 of 13,prepared by Engco,Inc.,dated Apri107, 2015,signed
and sealed by Pedro De Figueiredo,P.E., on July 30,2015,
` Elefiny A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date;08/14/2019
Approval Date:08/27/2015
E-1
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under I5-0629.
C. CALCULATIONS
1. See Association's generic approval under 15-0629.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 15-0629.
F. STATEMENTS
1. Letter by Engco Inc.,dated May 05,2015,signed and sealed by Mr.Pedro De
Figuriredo,P.E., certifying that the drawing(No. 15-146)prepared for Just
Shutter It,Inc. is engineering wise identical to N.A.S.A.'s generic drawing(No.
I5-113)and complies with FBC,2014 Edition.
�H �iy A.Makar,P.E.,M.S.
Product Control Unit Supervisor
HOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-2
MANUFACTURER:
5 ` PERNOVA
JUST SHUTTER ITINc
v 1341 SW S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER FORT ST.LUaE
FLORIDA 34983
LARGE M 1551 LE I M PACT RE515TANT Tel.:(7 201-9919
Fax:(7722))673-0588
W W W.JU5TSHUTTERIT.COM
GENERAL NOTE5: FLORIDA BUILDING CODE 2014-hVHZ
PRODUCT:
I-DEFINITION:THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
ACCORDION SHUTTER
PRE55URE5 AND LIMITATIONS STATED IN THI5 APPROVAL.
LARGE 4 SMALL
IMPACTED RATED
2-CODE:THI5 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL 5HALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING: _ ENGCO INC, cgeuc
5595 ORANGE DR.201
'JUST 5HU17EK IT INC-PORT ST.WGIE-FLORIDA TABLE Of CONTENT5: DAV I E, FL. 3331-4
5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.;(954)585-0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' .. .-.- •• - SHEET ----, -- "-DESCRIPTION' ENGCOQAOL.COM
4-LOPROFESSIONAL 1GNED ARCOAD CALCULATED HITECi OR ENGINEER FOR EAGHSED ON ES ECIFIG PROJECT.THEDALGULATED DESIGNED TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS `'''�.6pnra����p'�•:
DE F/
PRE55URE MUST NOT EXCEED THE ALLOWABLE PRE55URE5 FOR EACH SHUTTER COMPONENT TO BE .4 4Z •C" S
'••G+G�i�'�.
USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PPE55UPPTABLE 1, 1AAND GLA55 �• � SR,-44
SEPARATION TABLE 2t�pOt
5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 SHALL BE MADE OF 6063-T6 ORAS NOTED. - NO.5 609 i
3 TYPICAL 5ECTION5 A.B 1.B2,153,54 WITH ANCHORAGE TABLES *e
G-FASTENERS:A55EM13LY 5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF 4 TYPICAL SECTIONS B C C WITH ANCHORAGE TABLES ° STATa\F
DRAWINGS.INSTALLATION AND LOADS AS PER THI5 APPROVAL. ��p��.,•�, P,•,,r'ttr,�C
�(`''••.� R 1 \��.�
7-USE:IT SHALL B 5 TYPICAL SECTIONS D.E S GH WITH ANCHORAGE TABLES
E THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD
TO VERIFY THE FOLLOWING: 6 TYPICAL SECTIONS F,G E I WITH ANCHORAGE TABLES ,•,�'rr/�NAL.r���'���
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER JUL 3 0 2015
ANCHORAGE.
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH A5 BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS°J"
REQUIREMENTS,DESIGNED PRESSURES ETC. Engineer Seal
7.3-THAT THI5 APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. �8 LOCK MALE!FEMALE SECTIONS"L" Pedro De figumredo-PE 52609
8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN U5ED IN THE DESIGN OFTHE ANCHORS 9 LOCK UNIMATE 5ECTION5"M° MIAMI DADE APPROVAL:
FOR THI5 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK 5ECTION5°N' PRODUCTRGVISr:D
FOR WIND LOAD HAVE BEEN USED. aswmplying,vidrmcplorida
dc
11 BILL OF MATERIALS,ANCHOR SCHEDULE#BLADE ASSEMBLY. Building
Aapnw N _oS)
�i n Dale�2-1
9
USER INSTRUCTIONS: 12 COMPONENTS I'll
Mi D doer Control
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION°X"DETAILS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE IA. DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 6.6.5ECTION5 ARE INTERCHANGEABLE.
- SHEET DRAWING N: I
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN I OF 13 15-14G
PRESSURE FROM GENERAL NOTES 4 -
MANUFACTURER:
JUST SHUTTER IT ING
TABLE I TABLE I A INTERIOR/EXTERIOR 65 1341 5W 5.MACEDO BLVD
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE 81 4#113 BLADES . B PORT ST.LUCIE
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE L--� 100•I� 1� TEL:(777)2013-9919
3-0558
BLADE SPAN PRESSURE(P5F) BLADE SPAN PRE55URF(PSP) / ALL ALUMINUM BLADES Fax:(JU5 67UTTEMT
INCHE5 P NEG INCHES O NEG ( L WWW,JUSTSHUTTERT.COM
60 160 I GO 60 160 160 INTERIOR/EXTERIOR
66 158 158 66 158 158
72 144 144 72 144 144 PRODUCT:
78 133 133 78 133 133
84 124 124 84 124 124 INTERIOR EXTERIOR 61 SUPERNOVA
90 116 116 90 116 116I I COMBINATION ALUMINUM
96 108 108 1 96 108 105 IBLADESl00' � ALUMINUM/LEXAN BLADES ACCORDIDN SHUTTER
104 100 100 1 104 100100 BLADES CAN Be ARRANGED IN MAW TARGE 4 SMALL
108 93 93 108 93 93 COMBINATIONS AS REQUIRED IMPACTED RATED
114 83 83 114 83 83 LB 1B
120 75 75 120 75 75 1 INTERIOR EXTERIOR
126 68 G8 126 68 68
132 62 62 132 61 61 ENGWEER NG:
138 57 57 138 53 53 ENGCO INC. CAa11G
1.44 48 52 144 45 47 INTERIOR/EXTERIOR
150 41 48 150 38 42 5555 I'
1B 1B� LB� L. DR.
3331
62 30 40 162 28 33 DAVIT,, PL. 4
Tel.: 954)585-0304
ALL'LEXAN BLADES - ENGCOQAOL.COM
NOTES:
I-ACCORDION SHUTTER DIAD[5PA14(INCHES)FOR ALL CONOM0101 I B 1 B '
2-PRESSURE-DESIGN WIND LOAD(P5F)
3-LINEAR INI"WPOLARON 15 ACCEPTABLE FOR DESIGN WIND LOA65 AND BLADE SPAN BETWEEN
TABnATEi.vAL ES.WHEN INTRIOR/DRDG
ERIOR P��O i ,I��'•
4-U5ETABLE I A EN ONE OR MORE TYPE IB BLADE I5 USED � � �• E.B,U�
5-BLADE REVERSED INSTALLATION IS ALLOWED FOR ALL MOUNTED CONDIDONS . . O�Q'49 r•' �. fl F`'t�'4�
TABLE 2 No. 2609 _ e
-MINIMUM 5HUTTER5EPARATION FROM GLAZING *'•
TYPICAL ELEVATION TYPICAL CR055 SECTION9 STAT` IF r�tV
oitY'•.'�(0 R 1�P•''����`
' GLAZING SEPARATION (INCHES) % F
TDP TRACK �� s�................ �'
0�
F BLADE TYPE <-6b E!SP 04' <=162'
ONAL��
JUL 3 0 2015
Y
ALUMINUM 2' 2 3/4' 3.125'
n cuss ALL ELEVATIONS Engineer Seal
H Z N N srruurla Pedro De Pigveiredo-PE 52609
< LEXAN 3' 3" 3`
<=3d ELEVATION MIAMI DADS APPROVAL:
L, M, N •'i
Y PRODUCT REVISF;U
a a LEXAN 2 I/8' 3" 3" as Dompl)ing widz the Florida
J
>30 ELEVATION Building coda
r A
PAee Nsoceptnno S_o3.03
NOTES: tan UatcD )q
I-SEPARATION FROM GLAZING AREAS SHALL BE MEASURED FROM
W
LGLAZING SURFACE TO THE RIIIER MOST BLADE OR LOCK5URPACE. BY
H 2.GIA555EPARATION 15 APPLICABLE PER THE HVHZ(BROWAR,O AND �timnl Dad MIUCI CbnI
I MIAMI-BADE COUNTIES).
=
m 3-WHEN SHUTTER 15 A55EMBIED WITH BORE TYPES OF BLADES INC
J LARGEST G `SEPARATION SHALL APPLY.
DATE:04/07/2015
SCALE:NA
A,B,B1,82,B3,84 BOTTOM TRACK
C,D,E F G,I.GH DESIGN BY:PPMF
SHUTTER WIDTH (SW)
NO LIMITATION
_ SHEET DRAWING N:
2 OF 13 15-146
MANUFACTURER:
TYPICAL SECTIONS A,B 1, 132,53,54
AND ANCHOR5CHEDULE — ' 1/IB JUST SHUTTER IT INC
SEC7(ON A 1/4-14X1' GR5 SDS DR a z #10X3/4' TEKS
l/4-20X1/2' HHMS N/NUT ¢a AT 12' DC 13415W 5.MACEDO BLVD
BUILT-OUT ON ANGLE SPACED AT 12'DC w t^ PORT 5T.LUCIE
HEADER OR SILL t6 FLORIDA 34983
OPTIONAL
Tel.:(772)201-9919
2,2A 11 r- "m _ 6 ADS STABIJ=TRACK Fax:(772)673-0588
m ON REVERSE ANGLE WWW.JUST5HUTTERIT.COM
EMBED. w SILL ONLY
rmo ~ 6A wU ANCHORS DESIGNEDLd r
PRODUCT:
t o AS PER SECTION B4
ANCHORS DESIGNED = 10 wF ON TABLE BELOW
� AS PER SECTION A rn ti;
SUPERNOVA
_ a ON TABLE BELOW EXTRUDED ALUMINUM
Z1/1H ACCORDION SHUTTER
w a- 1/4-14X1''GR5'SDS OR ..
1/4-20X3/4' PHMS W/NUT �, LARGE 4 SMALL
0! w SPACED AT 5.00 ': IMPACTED RATED
Ld Ll EMBED.--
� SECTION B I �'
ti 1/1B REVERSE ANGLE ENGINEERING:
5ILL014LY I ENGCO INC. CA9il6
1 a 1/1 B 5595 ORANGE DR.201
I w ANCHORS DESIGNED y SECTION B3 DAVIE. FL. 3331 4
AS PER SECTION BI w $10X3/4' TEKS Tel.:(954)585-0304
-- AT 12 " ADJUSTABLE ON
4 - ---- ---- 1]--} '�F ON TABLE--BELOW - F- m-" - OC - STp.ANGLE ENGCO@AOL.COM ---
^N
w F, w SILL ONLY
1/4-14X1'.GRS SDS ❑R _ v 3: I I 6 wQ� ANCHORS DESIGNED '�Prr'��°.,DE",F/CLF
1/4-20X1/2' HHMS W/NUT EMBED. w I AS PER SECTION B3 ;�. v"��C NS
SPACED AT 12'OC .` 1-l. "'N ON TABLE.BELOW
4 N0.
x _ .•*= i_7r�
.f 6A i STA F 1��
EMHED.---- •��iP."F�,OR Op,,,+••�t1��0�
LO a -w - ANCHORS DESIGNED •'•S��NAL ��r•0
w a' 1/1B - `- AS PER SECTION B2 1/4-14X1' GR5 SDS OR ........rrrrrrr
_ t6 '� W F ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT ••„
F OPTIONAL it w SPACED AT 5'DC JUL 3 0 2015
�A
= MAX. BLADE SPAN IN INCHES Engineer Seal
w - I= ° Pedro De figueiredo-PE 52609
q 11 i EMBED.--I SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55UFE(P5f)
.''
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCt1ES ON CENTER MIAMI DADE APPROVAL:
SECTION B2 ANCHORAGE SPACING 162 132 108 84 60 PRODUCT RBVISED
1/4-14X1' GR5 SDS OR °A°7RACKON s E E1 E E1 E EI E E1 E E1 05cm1flyingwith LheElmvda
1/4-20X1/2' HHMS W/NUTF Building Coda
SPACED AT 12'OC STD ANGLE 14 40 31 62 36 93 46 124 60 160 84 AccerIanceNo I - S/3.o3
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98 Expi tion Date o
A.61,B2 6 40 40 62 62 93 81 124 105 160 146
E13,B4 6 40 40 62 62 93 93 124412, 16D 160 R,
MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 93 124 124 160 160 Mlmn,Dad uc Cunvo
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55UR.E (P5 F) 13A5E0 ON 5 P A C I N G IN INCH E5 ON CENTER
DATE:04/0712015
ANCHORAGE SPACING 162 132 108 84 1 60 SCALE:NA
A Al B B1 C D A Al B BI C D A Al B B1 C D A Al B BI C D A Al B B1 C D DESIGN BY:PPMF
141 40 -- 1404Q
40 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 29 124 77 118 77 160 40 160 108 160 107
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 7D 93 70 124 34 124 90 124 89 160 47 160 l26 160 125
A.B1,B2 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 1 1241 124 124 124 160 71 160 160 160 160
B3,B4 6 1 40 135 140 40 40 40 62 43 62 162 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 5HEET DRAWING B:
4 40 40 40 40 40 40 62
16P 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 ]24 160 142 160 160 160 160 3 OF 13 15-146
MANUFACTURER:
TYPICAL SECTIONS B AND C JUST SHUTTER IT INC
AMC)ANCHOR SCHEDULE
1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)201-9919
AS PER SECTION C Fax:(772)673-0588
ON TABLE BELOW WWW.JU5T5HUTTERIT.COM
d
3,3A
I... w�z PRODUCT:
a
JN
°', 1/1a 8Q SUPERNOVA
IXfRUDED ALUMINUM
w11 ilkACCORDION 5HUTTER
_ - -
OE 4 SMALL
PTIONAL IMPACTED RATED
ANCHORS DESIGNED N
'¢ q ., AS PER SECTION B w z 1/1B
21 2A 11 yr a ON TABLE BELOW x EL SECTION C
�' to WALL MOUNT WITH ENGINEERING:
Wca w w TRACK 3A ENGCO INC. CA8116
a
HEADER OR SILL
SECTION S 5595 ORANGE DR.201
BUILT-0UT ON i, h DAVIE. FL. 33314
REVERSE ANGLE �� ':t EMBED Tel.: 954 585-0304
.- (1EADER OR SILL .._.. .._. ._. - ., ... _ _... ..._.. .. .. _.. "."." ENGCO@AOL.COM .._ .
1 /oUac.
1/4-14X1' GR5 SDS OR t
1/4-20X1/2' HHMSW/NUT 'N 3,3A
SPACED AT 12'OC
` No. 2609 'O'
d ANCHORS DESIGNED
� AS PER SECTION C'
i ON TABLE BELOW ''P'0. ST
011
MAX. BLADE SPAN 1N INRA
SEE ANCHOR SCHEDULE
SHEET II FOR ANCHOR TYMAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON SPACING IN INCHES ON CENTER JUL 302015
ANCHORAGE SPACING162 132 108 B4 60 Engineer Seal
Al B IBI IG ID I A JAI IB IBI, IC ID I A JAI H B1 C D A Al B B1 C ID I A IAI IB Bl C .D Pedro DePlguelredo-PE 52609
14 40 -- 40 40 40 40 62 16 62 49 62 49 81 22 86 0 81 60 104 29 110 77 104 17 145 40 155 10B 146 107
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 87 26 93 70 87 70 111 34 119 90 112 89 156 47 160 126 157 125 MIAMI DADE APPROVAL:
Codo
B&C 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 87 93 86 124 51 124 111 124 111 160 71 160 156 160_!55 PRODUCTREV156D
6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 ww plying With the llorida
4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 124 98 124 124 124 124 160 137 160 160 160 l6D AAccelpiagftNo/5 05)3.03
Bpi lion Datoo i8 o�e
MAX. BLADE SPAN IN INCHES By /
Miami Dod uct Cnmrol
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(P5F
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING 162 1 132 1 108 1 84 60 DATE:04/07/2015
s E I E1 I E E1 E E1 E E1 E E1 SCALE:NA
14 40 31 62 381 87 1461112 60 157 84 DE51GN BY:PPMF
SECTIONS 12 40 36 62 44 93 54 121 70 160 98
B 8 C 8 40 40 62 62 93 77 124 99 160 138
6 40 40 62 62 93 88 124 113 160 158
4 40 40 62 62 93 84 124 108 160 151 SHEET DRAWING N:
' 40F 13 15-14G
MANUFACTURER;
ANCHORS DESIGNED TYPICAL SECTIONS D,E GH ANCHORS DESIGNED JUST SHUTTER IT mc
AS PER SECTION D AND ANCHOR5CHEDULE AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 ST. 5.MAGEDO BLVD
PORT ST.LUCIE
(ED) EDGE w (ED) EDGE FLORIDA 34983
DISTANCE a DISTANCE Tel.:(772)201-9919
w Fax:(772)673-0588
E0. E0.
- 6A 1NWW.JU5T9NUTYERIT.GOM
:;.c• W/LEG -
TRIMMEO
2,r2A, N
010X3/4' TEKS WA
AT i2' oc W/LEG PRODUCT:
TRIMMED
cmc I SECTION D SUPERNOVA
w
x INSET MOUNT A (ED) EDGE 2
I TRACK 2 OR 2A DISTANCE ' ACCORDIONS UITT R
w z HEADER OR SILL d .. LARGE 6 SMALL
a SECTION E ` F- I IMPACTED RATED
H N 1/1 B ANGL['-INSET MOUNT w x m t-'M00r—
—� L HFJ+DER ORSILL w 1/ACED 3/4' TEKS
x I SPACED AT 12'OC
w ENGINEERING:
a l ¢a SECTION GH
EN CO. INC. cnDnc
f M w� ADJUSTABLE MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED HEADER151LL DAVIE. FL. 33314
m AS PER SECTION E 1 - Tel.;(954)
...... --....... ..... __._..- . . .._ ..... ._—. _. . .---... ON TABLE BELOW.. .. II _.. �-- ---. ... . . .,... .. -- GCO@AOL.COM
Te
N —
_ m
3,3A 1/4-14X1' GR5 SDS OR '������•••�•�'•
..
1/4-20X1/2' HHMS U/NUT. ' �• E
w SPACED AT 12'0C
`��O EN F'•
/N0.' 2609 S'1
_ :*
w a¢ 1/1B' ST OF fes:
r'
1j
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON A 8 22015O
SHEET 11 FOR ANCHOR TYPE
iw
UM ANCHORAGE PRESSURE (PSF) EASED ON SPACING. IN INCHES ON CENTER Engineer Seal
ANCHORAGE SPACING 132 108 84 60 162 132 108 84 60 Pedro De Figueiredo-PE 52609
D A B C D A B t53
D A B C D A B C D 5 E E E E E
16 22 27 -- -- 27 33 -= 20 34 40 24 43 52 25 3l 60 72 36 43 16 28 34 41 53 74 MIAMI DADE APPROVAL:
12 30 36 -- 2] 37 44 22 26 45 54 32 58 69 34 4l BI 97 48 57 12 37 45 55 71 99
SECTION D 8 40 40 26 32 55 62 32 39 67 80 48 86 103 51 61 121 145 71 86 8 40 62 83 106 149 PRODUCPRFVISFD
6 40 40 35 40 62 62 43 52 90 93 64 115 124 68 62 160 160 95 115 6 40 62 93 124 160 as complying with lho F7oridn
4 40 40 40 40 62 62 62 62 93 93 93 124 124 102 123 160 160 143 160 4 40 62 93 124 160 BDildingCadc 5-05 .03
A=ptmec No
11 22 22 26 27 32 2D -- 35 41 26 24 49 58 36 34 11 22 27 33 43 60 6xpim Ian Date o� �9
9 22 26 - -- 27 �32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 9 27 33 41 52 73
SECTION E 8 25 30 31 36 22 21 38 44 27 26 49 57 35 33 68' 80 49 47 8 30 37 46 59 82 ny
6 34 39 24 23 41 48 30 28 50 59 36 3S 65 76 47 44 91 106165 62 6 40 50 61 78 109 MImal Dud uct Control
4 40 40 36 35 62 62 45 42 76 89 55 52 97 114 70 67 136 160 98 93 4' 40 52 64 82 115
12 __ -- -- __ __ 22 __ -- 23 27 -- 22 20 41 48 30 28 12 -- !45
27 35 49 DATE:04/07/2015
9 20 24 -- -- 25 29 -- -- 30 36 23 21 39 46 29 27 55 64 41 37 9 24 37 47 66 SCALE:NA
SECTION GH 8 23 27 - 28 33 21 19 34 40 25 23 44 51 33 30 61 72 46 42 B 27 41 53 74 DESIGN BY:PPMF
6 30 36 23 21 37 44 28 25 46 53 34 31 59 69. 43 40 62 96 61 'S6 6 37 55 71 99
4 40 40 34 31 56 62 42 38 68 BD 51 47 88 103 65 60 123 144 91 84 4 38 57 74 103
SHEET DRAWING N:
5 OF 13 15-14G
TYPICAL SECTIONS G, f AND I MANUFACTURER:
AND ANCHOR SCHEDULE JUST SHUTTER 1T INC
I/IB 1341 5W 5.MACEDO BLVD
FORT 5T.LUCIE
FLORIDA 34983
I/iB 5ECT(ON I
Tel:(772)201-9519
RECESSED ou
w SIL ONLY Fax':(772)673-050801OX3/4'CTEKS WWW.JU5T5HUTTERJT.COM
AT 12'
SECTION G
ANCHORS TYPE PRODUCT:
ADJU5TA13LV.MOUNT
SILL ONLY EDGE CLEARANCE(EC) A, B, C OR D
5UPERN OVA,
INTO CONCRETE-4'13000 P51 CONCRrm SPACED AT 48'OC
APPLICABLE FOR ALL LOAD O(FRUDED ALUMINUM
INTO WOOD-2 1/2'(WOOD SG:0.55) 4 EC) EDGE
INTO METAL:T(=11c ;k'-CLEARANCE CONDITIONS FROM TABLE I ACCORDION SHUTTER
'LARGE 4 SMALL
IMPACTED RATED
EDGE
STANDARD LOCATION DISTANCE
ANCHORS SPACED ALTERNATE LOCATION
AS PER SECTION G a ANCHORS SPACED
ON TABLE BELOW (ED) AS PER SECTION Gl ENGINECRING;
ON TABLE BELOW
FNGOD INC. cAelisw
171 # 1 t 1 B5595 ORANGE DR201
-t DAVIE, rL, 333 14
ALTERNATE (ED) z 5ECTION F TeL"(954)565-0304
'fkACK INSET M5UN ENGCO@AOL.COM -
EDGE DISTANCE X 'A! T
w
SILL ONLY
ANCHORS'DESIGNED Z
G EN
u AS PER SECTION F
--W
TABLE BELOW No. 2609
-01
..........
La
m
(ED) EDGE
MAX. BLADE SPAN IN INCHES DISTANCE w JUL 30 2015
SEE ANCHOR SCHEDULE ON Cre-er Seal
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PFff55UKE (PSP) EASED ON SPACING IN INCHES ON CENTER Pedro De hqedo-PE 52609
ANCHORAGE SPACING 162 132 108 94 60 1621132 1081 841 60 MIAMI DADE APPROVAL:
16 A C D s - E E
- 27 32 1- 1- 38 45 127 26 16
0 21 _25- 21 26 33 46 PRODUCr REVISUD
33 20 20 36 43 60 135 135 a emplying ith the Florida
41 JF4 I EM-1 7 Building Code -
SECTION IUN U 12 -- 22 -- -- 23 2 1-- i 125 51 12 —23 29- 341 441 62
8 28 33 20 20 35 42 'OU JU 29 54 64 38 2FO _6 90 153 153 8 34 4 _5"b�F-92
6 38 40 26 26 46 -F-5 A-ceptanm Nu/5-0513
..Z)4 132 132 1 56 67 39 39 73 86 51 5o. OL 681 291123 -
4 1 40 1 40 139 139 1 62 14. 1 -153 16011061105 4 40 5 721 931130
-1091124 176, _75 _��_lq
16 28 34 15 21 5 42 5 166 12q 40 1 76 93-141 35 43 53 68 95
5
SECTIONS __ 38 40 1 20 127 46 �6 125 34 57 4gO g4�1� 7J IB8 139 53 1 1UP11123154 174 12 401 58 1 70 1 90 1127 1 A6 .1
G1 ORF 8 40 40 130 140 62�62 137 50 uz) 1 9 24 9 1 1 8 401 621 931124 1160 1
6 40 4p 450 62 62 149 62 9�3 41124 177 106 16011601108 14
0 14 3�93 60 632 a 3 1124 1160 1
62 62 162 62 —93 93 90 i24 124 116 124 160116o Iff 1,�n - DATE:04/0712015
93 _20
9
4 40 4 93 1 3 1124 1160 1 SCALE:NA
DESIGN BY.PPMF
5HEET DRAWING#:
9;Of 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL
JAMB AND CORNER 5ECTION5 J JUST SHUTTER IT INC
OPTIONAL
SEALANT 1341 SIM S.MACEDO BLVD
PORT ST.LUCIE
MIN. (3) ANCHORS FLORIDA 34953
ANCHORAGE TO WALL SECTION J TYPE A, B, C OR D Tel.:(772)201-9919
IS NOT NECESSARY 4' F:TMS SECTION J I
JAMB CLOSURE AND ONE "tD!E Fax:(772)G73-0588
WALL MOUNT JAMB CL05URE WWW,JU5T5tiUTrERJT,COM
INSET MOUNT
-sv¢�
--[— (xa) #IOXI SDS IA
r—\..9,9A TO PRODUCT:
IA �TRACKS
P AND BOTTOM
SUPERNOVA
EMUDED ALUMINUM
ACCORDION 5HUTTER
> LARGE 4 SMALL
I MPACTEO RATED
kz7m
LL IF ENGINEERING:
TOP & BOTTOM TRACKS FNGCO INC.
5595 ORANGE DR,201
DAVIE' FL. 33314
Tel.:(954)555-0304
'tNGCO@AOL.COM
IB
4004i
'.00...........
' Ep/
ANCHORS TYPE .EMSF
A, B, CORD
SPACED AT 24'OC 0 52609
C4
w (ED)
EDGE
w
STA
—E
5ECTION J2
m DISTANCE
I JAMB CLOSURE
BUILT-OUT MOUNT aarst-0`1
21 OR 11 JUL 3 0 2015
410X3/4' SS SMS OR
IA 3/16* POP RIVETS 10e, Erqmeer 5.31 w SPACED AT 24'04 Pedro De hquweda-FE 52609
0! MIAMI DADE APPROVAL:
M6
PROWCT IM VISCD
as omplyin with the Florida
8UUdinF ODd.
Atcaft..cll,1o15-oli'13-o?
Ion Date ILI
7 OR 7
I
LUCK
N Wet Contra
DATE:04/07/2015
SCALE:NA
7 OR 7A DE51GN BY:PPMF
IB IB '19> PUSH DUTTON
LOCATED ON ON ACCORDION
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING#;
7 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL.5ECTION5 JUST SHUTTER IT INC
HD LOCK SECTIONS L
1341 5W S.MAGfDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
W WW.JU5T5HUTTERR.COM
NOTE:5NUTTER CAN BE LOCKED FROM �a a
IN51DE OR OUTSIDE BY PLACING LOCK Z N w SECTION L
INSIDE OR OUT
AS REQUIRED. o r a y LOCK BLADE SECTION
rn F w u W CLOSE P051TION PRODUCT:
aux w
'naW �� SUPERNOVA
y w EXTRUDED ALUMINUM
ACCORDION SHUTTER
L , LARGE F 5MALL
IMPACTED RATED
ENGINEERING:
t ENGCO INC. CA916
1 5595 ORANGE OR 201
1 IB DAVIE, FL. 33314
1B
Tel.:(954)585-0304
.. BA .. -'- ENGCO@AOL:COM ...
8
6 DE F��G
,�JQp .�.EN..,
COMMERCIAL MORTISE LOCK W/ :�Q4 .r
EXTERIOR KEY OR THUMB TURN NO 52609
AND INSIDE .THUMB TURN ANCHORS TYPE . *4 i
INSTALLED ON SHAPE 8 A, B, C OR D
SPACED AT 24'OC '�*L• STA OF d�`
ALTEOCK GLADE W TON L l . "o
SECTION L STARTER B ��
LADE SECTION ]A '�ysSJ• • �a'0
LOCK BLADE 5EGTION ID11BEK9 ..........ANAL ����
OPEN POSITION I ��
� MIL s o 20`15
2 2 L 8Engineer Seal
Pedro De Figuevedo-PE 52609
YJ
MIAMI DADE APPROVAL:
11 ell PRODUCT RLVISBD
m
as complying with lite Florida
Building Code
AcapWnca xo Mclnlw�
BA
8A
B IJ
IB
DATE:04/07/2015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DE51GN BY:PPMF
AND INSIDE THUMB TURN
1 COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8
IB EXTERIOR KEY OR THUMB TURN IB SHEET DRAWING H:
AND INSIDE THUMB TURN
5 OF 13 15-146
INSTALLED ON SHAPE 8
MANUFACTURER:
TYPICAL HORIZONTAL JUST SHUTTER IT ING
UNIMATE LOCK SECTIONS M
LOCKING PINS APPLICABLE 1341 SW 5.MACEDO BLVD
ONLY AT OPEN POSITION PORT ST.LUCIE
TO SECURE STACK FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0588
-uv 7A WWW.JU5TSHUTTERIT.COM
w
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OK OUTSIDE BY PLACING LOCK Z w SECTION M PRODUCT:
IN51DE OR OUTSIDE AS REQUIRED. 0,
LOCK BLADE SECTION
,I- CLOSE POSITION 7A SUPERNOVA
J 4 N 4 EXTRUDED ALUMINUM
w W ACCORDION SHUTTER
N W LARGES SMALL
IMPACTED RATED
ENGINEERING:
7 OR 7A' 7 OR 7A ENGCO INC. GAbl 16
r 7 OR 7A DAVIE.5595 FL.AN 333141
Tel.:(954)585-0304
. 7AM
-' ENGCO@AOL.COM
IB 1/4-20X3/4REWI.R SIDE
LBCATED IONINTDRI�L ANO ITE 11NSIDE DRPDULL I
TSII.
DE7BLADE TO RREW DE F/�G
6$ 3$ ������,,•��GENSF �p i
(19) PUSHBUTTON LOCK' Q Tp
LOCATED ON ACCORDION. } No.52609 'O
INTERIOR OR EXTERIOR SIDE *; }*C
ALTERNATE SECTION M I t STA OF a tV
LOCK BLADE WITH
SECTION 1v1
STARTER BLADE SECTION •''••., 0 R 1�,••• ����
LOCK BLADE SECTION
OPEN POSITION /0)
ANCHORS
rrr rrrurrrr
ANCHORS TYPE
A. Br C OR D JUL 9 0 205
7 OR 7A SPACED AT 24'OC
Erigmeer Swl
Pedro De Figuevedo-PE 52609
7 OR 7A--""
A IA OIBEOHENf MIAMI DADS APPROVAL:
w PRODUCT REVISED
w complying u ifi the Florida
Building Code
vxnAtaptancoNo
7 OR 7A }5� rJ}3.03
Expf an Ualeo 0}9
1 6y D,de d I. on ro
1B PUSH BUTTOM LOCK 7 OR 7A
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SI DE
DATE:04/07/2015
SCALE:NA
I I
DESIGN BY:PPMF
IB 1� 1B
SHEET DRAWING#:
9O 13 15-14G
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
STD LOCK 5ECTION5 N
1341 5W 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
WWW.L15TSHUTTERIT.COM
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUT5IDE BY PLACING LOCK 5ECTION N
INSIDE OR OUTSIDE AS REQUIRED.
IN LOCK BLADE 5ECTION
to a w CL05E POSITION PRODUCT:
n. R
NOVA
y
EXTRUDED ALUMINUM
cn y ACCORDION SHUTTER
LARGE 4 5MALL
IMPACTED RATED
ENGINEERING:
c ENGCO INC. CAW 11
1 1 5595 ORANGE DR.201
1B tB DAVIE, FL. 3.3314
22A - Tel.:(954)585-0304
.... . .. -. _ ... - -• ENGCO@AOL.COM
5 22 ��tpporrrrrprr
z2B
D je .
/ No. 2609 :0 5
ANCHORS TYPE
A, B, C OR D
.SPACED AT 24'13C
ALTERNATE SECTION N I
SECTION N LOCK BLADE WITH '•.sS/ ��p•
LOCK BLADE 5ECTION 5TARTER BLADE SECTION IA
OPEN POSITION EBBEDOT�
JUL 3 0 2015
3� 2. 15 Engineer Seal
Pedro De Fwjvc—do-FE 52609
MIAMI DADS APPROVAL:
a PROt]UCf RnV198D
M*Ying with the Ftorida
N Mdldiq Code
AccgAl oN )5- n3
c
...y.nf IOn Uatc
. 22A 22 M I D Xu-c%Contr.
1
1 BJ 22B
22A- \ DATE:04/07/2015
`22 5CALE:NA
DESIGN BY:PPMF
tp� ID
SHEET DRAWING k:
I O OF 13 15-14G
MANUFACTURER:
TYPICAL BLADE A55EM13LY JUST SHUTTER IT INC
BILL OF MATERIALS
13 13-41 5W 5.MACEDO BLVD
ITEM DESCRIPTION MATERIAL MANUFACTURER PORT ST.LUCIE
12 13A I B DE 6063-T6 ALUMINUM N.A.5.A. FLORIDA 34983
16 0,19 IA STARTER BLADE 6063T6 ALUMINUM N.A.S.A. Tel.:(772)201-9919
OPTILLlUL ib COMP051TE BLADE 6063-T6/LEXAN N.A.5.A. Fax:(772)673-0588
IC FLOATING STACK BLADE 6063-T6 ALUMINUM N.A.S.A- WWW.JU5T5HUTTERR.COM
20 14 '0 2 CEILING TRACK 6063 TG ALUMINUM N.A.S.A.
16 ro 3 1'/1/2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A
14 I 3A 2'WALLMOUNTTRACK 6063-TG ALUMINUM N.A.5.A.
1B 4 RECE5 E 6063-T6 ALUMINUM N.A.S.A.
5 RECESSED TRACK 6063-T6 ALUMINUM N.A.S.A. PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.S.A.
GA ADJUSTABLE MALETKACK 6063-T6 ALUMINUM N.A.5.A. SUPERNOVA
HEAD
EP, 'I f~ 7 UNIMATE LOCK BLADE W/O LP 6063-T6 ALUMINUM N.A.5.A. EXTRUDED ALUMINUM
7A UNIMATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.5.A ACCORDION SHUTTER
0.14 B HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. .
LARGE 4 SMALL
8A HD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A.
IMPACTED RATED
13-#I0X3'HH 815 HD ADAPTOR FlLLER 6063-T6 ALUMINUM N.A.S.A.
BLADE SCREW 9 I'JAMB CLOSURE 6063-TG ALUMINUM N.A.S.A-
410
.A.S.A410 STAINLESS STEEL 9A 2'JAMB CL05URE 6063-T6 ALUMINUM N.A.S.A.
10 1/4-2X ANGLE 6063-T6 ALUMINUM N.A.5.A.
I I 1/8.2X ANGLE 6063-T6 ALUMINUM N.A.S.A. ENGINEERING:
0,19 12 WHEELCARRIER PLATED 5TEEU NYLON N.A.5.A. ENGCO INC. cAa-IG
13 #I OX3'HH BLADE SCREW 410 5TAINLE55 STEEL N.A.S.A.
SILL- 13A N I OX2°HH BLADE SCREW 410 5TAJNLE55 STEEL NA5.A. 5595 ORANGE DR.201
o 14 0.44'DIAM.FLAT WASHER STAINLESS STEEL N.A.S.A. DAVIE, FL. 33314
ai I
15 OA6'0 x 0.93'6U5HING NYLON N.A.S.A. Tel.:(954)585-0304
16 0.400 z 0.65°WHEEL BUSHING NYLON N.A.5.A ENGCOQa AOL.COM
.. .. - ._-
14-119
4 19 PUSH-BUTTOM LOCK
1B 14 20 1/2k 3/8'WHEEL SPACER NYLON N.A.S.A rrrVrr'••••••••9••
21 1/16•-IX2,IX2.5.IX4,1.5X3ANGLE5 6063-T5 ALUMINUM N.A.5.A. ,.r�P. 4E F
15 IpT1444L 0.14 22 5TD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. �4�r, Iz..GE..... �•:�
13-/ 13A 22A, STD MALE LOCK BLADE 6063-TG ALUMINUM N.A.5.A.
13A-#1 OX2'HH 228 5TD LOCK KEEPER 6063-T6 ALUMINUM N.A.SA .
'
BLADE SCREW ,aINo.52609
410 5TAINLE55 STEEL
0.500T 0.460 ;} ATE OF tV Q
0.460
0.31)0 �0��'•, OR1lOP''r`�Q,���
0.20 0.390 `r 0.44 0.03 ••'ss/ONAL ��v
I ee O
-4-
b
••••anurrprAr•r
bT�- 1 i I ou4
••JUL 3 0 2015
0
0.3l0 I o 14-0.03'X 0.44'0 Engineer Seal
0 0 ' (�( I n
STAINLESS STEEL Pedro De Pigueiredo-PE 52609
o Q o o FLAT WASHER ANCHOR SCHEDULE
16-AV 0 X.65' 15-.46'0 X.93' TYPE DESCRIPTION EMB E.D. MIAMI DADE APPROVAL:
0.50 NYLON WHEEL BUSHING NYLON BUSHING
20.1/2.9X0.36' .' A I/4"ITW TAPCON INTO 3000 PSI CONCRETE 1.75 3.0 MtODUCT RCVISGD
1/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 w complying with tha Florida
NYLON WHEEL
SPACER Al I 'ITW TAPCON INTO CONCRETE BLOCK 1.25 3.0 Bonding Cado
1/4'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 Aoccpl o.Dat 05/ .03
P.xpi Too Uate�7..)q
B 14-20X1 ALL POINTS SOLID-5ET INTO 3.0 K51 CONCRETE 0.875 3.0
B 1 14-20X I ALL POINTS SOLID-SET INTO CONCRETE BLOCK 0.875 310 BY
C 14'WOOD LAG SCREW INTO G=55 WOO 1 1.50 1 1.0 Mind Dad ct Control
12-WHEEL CARRIER D 1/41-14 SELF DRILLING SCREWS INTO 1/81 STEEL OR ALUMINUM 0.75
STAMPED 55 WITHE 1/4'CRETE-FLEX 554 INTO 3000 P51 CONCRETE 1.75 3.0
p NYLON WHEELS E 1 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015
0r�
NOTES: ED:EDGE DISTANCE SKALL BE DMND WAU DP.e55ING SCALE:NA
EM13XMBEDMrJtr SMAU De DeroNO WALL DRESSING DESIGN BY:PPMF
I/4'TAPCON,N4'CRM-rLEX.914 WOOD SCREW,CAN BC MED IN P.EP1ACe OP I/4'LAG SCRMS
OD
d
I-1.24--1 SHEET DRAWING#:
I I OF 13 I5-146
MANUFACTURER:
SHUTTER COMPONENTS
44'.,056-
4.
-3.92 JUST SHUTTER IT INC
54 8 3.23 0.464.OB 134I ST. 5.MACEDO BLVD
L 24 1.99 0.61 2.85 � PORT 5T.LUCIE
0.97 FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
21 >y, N 6 WWW,JU5T5HUTTERIT,COM
p0 1.23 I B-COMPOSITE 210448
n N ALUMINUM/UYAN BLADE
I-0.05"ACCORDION BLADE NJ-- 0 7A-UNIMATE W/LP
Illlff--�"` ---�"'____1111I111 LEXAN POLYCARBONATE APPROVED
o 1.45 T o AS PER NOA I3-0717.01 7-UNIMATE W/O LP LOCKING BLADE5 0.41 PRODUCT:
XL1 O2UV LOCKING BLAOTS
I A-5TARTER BLADE
o.s1 2.31 �- SUPERNOVA
3.51 .o N m 006 m rPi EXTRUDED ALUMINUM
4.61 ACCORDION SHUTTER,
1.56 0 0
�+ 4.06 hh T I LARGE 6 SMALL
mp. o I 'm �L IMPACTED RATED
In 10.86 n
hh o 3� a m T m o m - WITH 8 AND 8A
C5 USE___--
@° I C-0.05'FLOATING STACK BLADE 0.07;0.61 1 N n'o N N"��-1 99 o N ENGINEERING:
LAP
2-INSET TRACK w/RG O 3.00 ENGCO INC. eA 9116
PTIONAL o
HEADER/SILL MOUNT 0.64 5595 ORANGE DR.201
0.00 8A-MALE ND 0.OB 0.60
DAVIE, FL. 33314
LOCKING BLADE
0.13 2.1-INSET TRACK W/O RG � � Tel.:(954)585-0304
ALTERNATE CALK -- ...
t1FADER/SILL MOUNT 8-FEMALE HD -� " ' '' ENGCO@AOL.COM
RECEPTOR LOCKING BLADE
APPLICABLE io 3.83 N Sr RECESSED TRACK ,r �,r` .......
TRACKS 3, D.1 0 y t7 a 1'D'•,. E FtGU
_I 0:t0 AND 3A 1 �^ .Qo'. n SILL MOUNT ONLY d� ., �(•
+ � 2.60 2.81 � � 'eNa0.77
F:,.ipQ�
0.10 � 06 0.06 / N0.^ 2609 :To:
1
2.03 0 0.86 � .. I.65-� •.* i�'
41
:O
+ a 0.07 0,06 z.za--i� ~`F -,[0 R 10a.•°'����.
•.d RP m" ^ $ °^.° '$ 0 9B-HD JAMB CL05UPE p S
o OPTIONAL
3A-2'BUILD-OUT TRACK ° I N ''VONAL
0bo,
86 HEADER/51LL MOUNT0. 6 I o 'a•.uuau1,0 � 3A 1-2•BO TRACK W/O 228-LOCK KEEPER IN5ER7 270JUL 3 0 2015
58 O.61 I RAIN GUARD(RG) 22-FEMALE STD 22A-MALE STD 9-I•JAMB CLOSURE LRP LOCKING BLADE LOCKING BLADE Engineer Seal
3-V/1 k BUILT-OUT TRACK OPTIOei
NAL o Pedro De Figuredo-PE 52609
HEADER/SILL MOUNT 3.70�
0.125 0,25 MIAMI DADS APPROVAL:
3.1-1'1/�BO TRACK W/O 9A-2'JAMB CLOSURE
ED
RAIN GUARD(RG) 2.43 2.07 Tas complying
ICT RGV i the
1.91 0.09 as complying wiW the Florida
0,H6 0.06 Buil Code
1,1
�� Accepinnce No 5.0 13.03
Tj a, EKFi ion Data Zp)9
M Z Q ✓Z.,x
0.86 h °` �� gf T 21-I/16'THICKANGLE5 Ey '
a n o o Mieml ucl Contrn
0.61 0' an d d 1 0 0 6063-TS ALUMINUM ALLOY
- o N 0 0 0 510E CL05URE USE ONLY
0 0.03 N N
2.61 0.�75
0 6 7V0.07 2.09 0.07 3.36 SCALE:4/07/2015
o 2.23 SCALE:NA
DESIGN BY:PPMF
T GA-ADJUSTE MALE
0.95 �---1,13-}-1.29 G.ADJUSTABLE FEMALE HEADER/SILL MOUNT �-2.0--� --+I -
�- 3.377 - HEADEW 51LL MOUNT 2.0
4-'A"TRACK SHEEPFPJING N:
51LL MOUNT ONLY I I.I 11Y 3-fG ALU ANGLES 10-3-TG ALUMI NGLFS 1' OR 1,5'�� 12 OF 13146
6063-T6 ALUMINUM ALLOY 6063-76 ALUMINUM ALLOY
MANUFACTURER:'
SECTION x JUST SHUTTER IT INc
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W S.MACEDO BLVD
BETWEEN WOODTRU55E5 PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
W WW.JU5TSHUTTER(T.COM
0.63 0.62 I I
5.00
1.25+1,25+1.25- IS ^1
I PRODUCT:
N
(4 PER RAFTER) T
1/4'X 2 1/4 FH TAPCONS I o SUPERNOVA
WITH 2' MINIMUM 1/4"X5'6063-T6 ALUMINUM PLATE EXTRUDED ALUMINUM
PENETRATION INTO WOOD ACCORDION SHUTTER
LARGE 4 SMALL
' 5.00-------- IMPACTED RATED
N�
m 1/4'X5' OR 1/B-X5' 6063-T6 oT ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO I ENGCO INC. (ABI IG
~ _ RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE
max, SEE TABLE BELOW FOR SHUTTER ai
w t''•� SPAN & PRESSURE I/4°X29(5"6063-T6 ALUMINUM ANGLE 5595 ORANGE DR.201
x DAVIE, ) 5-03 4
1/4'-14X 2' SELF DRILLING SCREWS _ _ _ _ _ Tcl.:(954)585-0304
Li ENGCO@AOL.COM
"a z SEE SHEET•5 MOUNT TYPE D
Ja ANCHOR TYPED FOR ANCHOR SPACING ••�"ui•••••••.�••,
E F1
1 L
.1' ENS",.
ENS".,kp'
�s,oo a No. 2609
60:
Ln
cu �I'
:�O •FTA OF
I18°X5.6063-T6 ALUMINUM PLATE % OR OP+'\�••`�
ALLOWABLE DESIGNED PRE55URE5 ALLOWABLE DE51GNED PRE55URES
.�
.`'ss/ONAL�� ,•
FOR 5ECNON X WITH 114'ALUMINUM PLATE FOR SECTION X WITH 118'ALUMINUM PLATE '•••.....•••��''���'
BLADE MAXIMUM OF.5IGNED BLADE MAXIMUM DESIGNED 5.00------- I
SPAN PRESSURE P5F SPAN PPIE55URE PSF N J-1
I I JUL 0 2015
IN BLADE I BLADE IB (IN) BLADE I BLADE IB oT Engineer Seal
60 ±159 ±159 60 t99 ±99 I Pedro De Figummdo-PE 52609
72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE o0
84 t 1 1 3 ±1 13 84 ±71 ±7 1 I/89(2'X5°6063-T6 ALUMINUM ANGLE
ni MIAMI DADS APPROVAL:
90 ±106 ±106 90 ±66 ±66
108 t 88 t 88 108 ±55 ±55 mconuCrgtvinh he
126 ± 68 ± 68 126 ±47 ±47 B tdi g ode h the Florida
BOiiding Code
132 ± 62 ± 61 132 ±45 ±45 AecepumcNol - 5/3.03
144 +48.-52 +45,-47 144 ±41 ±41 n°1��019
162 +30,-40 +28,-33 162 ±30 +28,-30
ey
[tiD°ta D°d duct ConlroContro
NOTE: I- UNEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE:04/07/2015
SCALE:NA
DESIGN BY:PPMP
' I
5HEET DRAWING N:
a 13 OF 13 15-146